Full Text
City of El Cerrito ADA TRANSITION PLAN Final Report - August 2009 APPENDIX: B PROW Mid-Blocks ---PAGE BREAK--- CITY OF EL CERRITO CALIFORNIA S A L L Y S W A N S O N A R C H I T E C T S I N C Architecture Planning Accessible Design Access Compliance ADA Transition Plan May 2009 Mid-Blocks ---PAGE BREAK--- City of El Cerrito - Transition Plan Public Rights-of-Way Streets Surveyed City Limits - North/South Streets - West/East Streets - 1 of 1 Public Rights-of-Way -Mid-Blocks -Intersections -Pedestrian Signals ADA TRANSITION PLAN Sally Swanson Architects San Francisco, CA Prepared By: Date: 05/2009 Sheet: Project 24070 REF NORTH N.T.S. City of El Cerrito STREETS SURVEYED ---PAGE BREAK--- Overall Transition Plan Cost Summary Public Rights-of-Way May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- CITY OF EL CERRITO ADA TRANSITION PLAN - PUBLIC RIGHT-OF-WAY Cost Summary Total remaining per Zone PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS CR SW PS Arlington Boulevard $147,000 $893,986 $9,000 $1,031,986 $18,000 $16,143 $68,130 $929,713 Ashbury Avenue $147,500 $313,592 $3,650 $8,000 $11,728 $445,014 $12,000 $26,274 $12,000 $20,447 $374,293 Barrett Avenue $118,000 $166,177 $79,000 $205,177 $205,177 Carlson Boulevard $60,500 $79,352 $25,000 $114,852 $114,852 Central Avnue $169,000 $217,534 $386,534 $386,534 Colusa Avenue $25,000 $25,000 $25,000 Cutting Boulevard $108,500 $118,639 $2,500 $224,639 $224,639 Eastshore Boulevard $34,000 $4,150 $38,150 $38,150 Elm Street $29,500 $28,029 $1,000 $58,529 $58,529 Fairmount Avenue $164,500 $190,887 $4,250 $4,000 $355,637 $355,637 Key Boulevard $56,000 $205,204 $1,000 $262,204 $262,204 Manila Avenue $98,000 $107,140 $31,000 $21,996 $152,144 $152,144 Moeser Lane $176,000 $568,465 $25,000 $719,465 $4,000 $21,793 $40,488 $30,680 $22,500 $200 $599,804 Navellier Street $109,500 $182,957 $63,000 $229,457 $229,457 Ohlone Greenway $102,500 $102,500 $102,500 Potrero Avenue $117,750 $139,196 $2,500 $254,446 $254,446 Richmond Street $199,000 $328,380 $10,950 $538,330 $538,330 San Pablo Avenue $74,000 $109,253 $3,100 $186,353 $186,353 Stockton Avenue $192,500 $215,063 $10,000 $397,563 $397,563 Terrace Drive $83,000 $359,500 $15,000 $427,500 $18,500 $15,100 $16,000 $21,916 $355,984 Totals $2,211,750 $4,223,354 $28,100 $274,000 $33,724 $0 $6,155,480 $16,000 $21,793 $0 $0 $40,488 $0 $18,500 $15,100 $0 $16,000 $21,916 $0 $0 $30,680 $0 $22,500 $200 $0 $0 $26,274 $0 $12,000 $20,447 $0 $18,000 $16,143 $0 $0 $68,130 $0 $5,893,582 Funding NOTES: 1. Totals do not include regularly scheduled and funded street alteration and construction projects. 2. Rescheduling of barrier removal assignments is possible due to resident request. 3. Projected funds identified are subject to change depending upon the source. 4. Additional funding may become available. $18,959 $68,130 $35,000 -$14,171 2018/19/20 2016/17 $32,447 $35,000 $18,102 $35,000 $6,823 2015/16 $26,274 $35,000 $15,549 $35,000 -$9,797 2013/14 $30,680 $35,000 -$5,477 $22,700 2014/15 Total 2009/10 $37,793 $35,000 -$2,793 2010/11 Adjacent to Public Facilities $40,488 -$8,281 $35,000 -$6,881 Public Right-of-Way Barriers F I S C A L Y E A R Zone CR SW 2011/12 2012/13 Civic Theater Harding Child Care Madera Child Care Combined Total Funding Available $35,000 $33,600 $37,916 $34,143 $35,000 Madera Child Care Completed 2017/18 Community Center Community Center Library & Senior Cntr Library & Senior Cntr Library & Senior Cntr Civic Theater May 2009 S a l l y S w a n s o n A r c h i t e c t s I n c . ---PAGE BREAK--- Cost Summary – Mid-Blocks By Street May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- Access Compliance Report - Mid-Blocks Cost Summary (by Street) CITY OF EL CERRITO Total Cost By Street: Arlington Boulevard $893,986.00 Ashbury Avenue $313,592.00 Barrett Avenue $166,177.00 Carlson Boulevard $79,352.00 Central Avenue $217,534.00 Cutting Boulevard $118,639.00 Elm Street $28,029.00 Fairmount Avenue $190,887.00 Key Boulevard $205,204.00 Manila Avenue $107,140.00 Moeser Lane $568,465.00 Navellier Street $182,957.00 Potrero Avenue $139,196.00 Richmond Street $328,380.00 San Pablo Avenue $109,253.00 Stockton Avenue $215,063.00 Terrace Drive $359,500.00 Grand Total for City of El Cerrito Mid-Block Barriers: $4,223,354.00 S a l l y S w a n s o n A r c h i t e c t s , I n c . May 2009 ---PAGE BREAK--- Cost Summary – Mid-Blocks By Year of Mitigation May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO $4,223,354.00 Grand Total for: City of El Cerrito Mid-Blocks 2008/09 Year of Barrier Mitigation: $33,724.00 ASHBURY AVENUE Start St.: EUREKA AVENUE $11,728.00 Survey St.: 0A0028-020042-E Completed WCCUSD El Cerrito High Project MANILA AVENUE Start St.: SAN PABLO AVENUE $8,544.00 Survey St.: 0C0213-NB0002-S Completed City Hall Project MANILA AVENUE Start St.: KEARNEY STREET $13,452.00 Survey St.: 0C0213-X50110-N Completed City Hall Project 2009/10 Year of Barrier Mitigation: $21,793.00 MOESER LANE Start St.: NAVELLIER STREET $21,793.00 Survey St.: 0A0246-0B0063-N Serving: Community Center from bus stop 2010/11 Year of Barrier Mitigation: $40,488.00 MOESER LANE Start St.: NAVELLIER STREET $40,488.00 Survey St.: 0A0246-0B0063-N Serving: Community Center from Navellier St. 2011/12 Year of Barrier Mitigation: $15,100.00 STOCKTON AVENUE Start St.: LEXINGTON AVENUE $15,100.00 Survey St.: 0A0329-020114-S Serving: Library and Senior Center 2012/13 Year of Barrier Mitigation: $21,916.00 STOCKTON AVENUE Start St.: KEARNEY STREET $13,320.00 Survey St.: 0A0329-020XXX-S Serving: Library and Senior Center STOCKTON AVENUE Start St.: SAN PABLO AVENUE $8,596.00 Survey St.: 0A0329-NB0002-S Serving: Library and Senior Center 2013/14 Year of Barrier Mitigation: $30,680.00 MOESER LANE Start St.: POMONA AVENUE $23,330.00 Survey St.: 0A0246-020173-S Serving: Civic Theater MOESER LANE Start St.: ASHBURY AVENUE $7,350.00 Survey St.: 0A0246-0A0040-S Serving: Civic Theater 2014/15 Year of Barrier Mitigation: $200.00 MOESER LANE Start St.: NORVELL STREET $200.00 Survey St.: 0A0246-020146-S Serving: Community Center & Civic Theater 2015/16 Year of Barrier Mitigation: $26,274.00 ASHBURY AVENUE Start St.: WALDO LANE $26,274.00 Survey St.: 0A0040-020208-E Serving: Civic Theater 2016/17 Year of Barrier Mitigation: $20,447.00 ASHBURY AVENUE Start St.: FAIRMOUNT AVENUE $6,048.00 Survey St.: 0A0030-0A0172-W Serving: Harding Child Care Center FAIRMOUNT AVENUE Start St.: BEHRENS STREET $14,399.00 Survey St.: 0A0172-010023-S Serving: Harding Child Care Center 2017/18 Year of Barrier Mitigation: $16,143.00 ARLINGTON BOULEVARD Start St.: MADERA DRIVE $16,143.00 Survey St.: 0A0010-040259-W Serving: Madera Child Care Center 2018/19 Year of Barrier Mitigation: $34,488.00 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 1 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO ARLINGTON BOULEVARD Start St.: POTRERO AVENUE $34,488.00 Survey St.: 0A0012-0A0276-W Serving: Madera Child Care & Fire Station 2019/20 Year of Barrier Mitigation: $33,642.00 ARLINGTON BOULEVARD Start St.: POTRERO AVENUE $33,642.00 Survey St.: 0A0012-0A0276-W Serving: Madera Child Care & Fire Station TBD Year of Barrier Mitigation: $3,928,459.00 ARLINGTON BOULEVARD Start St.: ROBERTA DRIVE $19,159.00 Survey St.: 0A0001-030209-W ARLINGTON BOULEVARD Start St.: MOESER LANE $31,551.00 Survey St.: 0A0001-0A0234-E ARLINGTON BOULEVARD Start St.: MOESER LANE $528.00 Survey St.: 0A0001-0C0326-W ARLINGTON BOULEVARD Start St.: TERRACE DRIVE $13,625.00 Survey St.: 0A0001-0C0326-W ARLINGTON BOULEVARD Start St.: SOUTH CITY LIMITS $36,204.00 Survey St.: 0A0001-XS0001-E ARLINGTON BOULEVARD Start St.: BREWSTER DRIVE $26,292.00 Survey St.: 0A0004-040039-W ARLINGTON BOULEVARD Start St.: HAVENS PLACE $80,419.00 Survey St.: 0A0004-040165-W ARLINGTON BOULEVARD Start St.: ARBOR DRIVE $19,320.00 Survey St.: 0A0004-090001-E ARLINGTON BOULEVARD Start St.: DON CAROL DRIVE $32,604.00 Survey St.: 0A0004-090047-E ARLINGTON BOULEVARD Start St.: VILLA NUEVA DRIVE $25,772.00 Survey St.: 0A0004-090253-E ARLINGTON BOULEVARD Start St.: BUCKINGHAM DRIVE $74,808.00 Survey St.: 0A0007-0C0027-W ARLINGTON BOULEVARD Start St.: THORS BAY ROAD $9,236.00 Survey St.: 0A0007-X90228-E ARLINGTON BOULEVARD Start St.: DYLANS WAY $1,632.00 Survey St.: 0A0008-000000-E ARLINGTON BOULEVARD Start St.: BREWSTER DRIVE Survey St.: 0A0008-040037-W ARLINGTON BOULEVARD Start St.: LAMBRECHT COURT $6,480.00 Survey St.: 0A0008-090130-E ARLINGTON BOULEVARD Start St.: RIFLE RANGE ROAD $13,108.00 Survey St.: 0A0008-0C0245-E ARLINGTON BOULEVARD Start St.: CLUB VIEW DRIVE $106,158.00 Survey St.: 0A0008-CLVIDR-E ARLINGTON BOULEVARD Start St.: CUTTING BOULEVARD $54,878.00 Survey St.: 0A0013-0A0125-W ARLINGTON BOULEVARD Start St.: CUTTING BOULEVARD $17,940.00 Survey St.: 0A0013-0B0016-W ARLINGTON BOULEVARD Start St.: SCENIC STREET $72,423.00 Survey St.: 0A0013-0B0111-E ARLINGTON BOULEVARD Start St.: LAGUNITAS AVENUE $11,096.00 Survey St.: 0A0014-080188-W ARLINGTON BOULEVARD Start St.: LAGUNITAS AVENUE $52,592.00 Survey St.: 0A0014-090119-E ARLINGTON BOULEVARD Start St.: CUTTING BOULEVARD $17,166.00 Survey St.: 0A0014-0B0016-E ARLINGTON BOULEVARD Start St.: TAMALPAIS AVENUE $32,046.00 Survey St.: 0A0016-080340-W ARLINGTON BOULEVARD Start St.: BARRETT AVENUE $21,467.00 Survey St.: 0A0016-0A0053-W ARLINGTON BOULEVARD Start St.: ALTA VISTA DRIVE $8,482.00 Survey St.: 0A0017-080001-W ARLINGTON BOULEVARD Start St.: DEL MONTE AVENUE $21,499.00 Survey St.: 0A0017-080089-E ARLINGTON BOULEVARD Start St.: NORTH CITY LIMITS $3,228.00 Survey St.: 0A0017-NOCILI-W ASHBURY AVENUE Start St.: FAIRMOUNT AVENUE $4,764.00 Survey St.: 0A0028-0A0172-E ASHBURY AVENUE Start St.: LYNN AVENUE $27,128.00 Survey St.: 0A0028-0C0178-E ASHBURY AVENUE Start St.: ROCKWAY AVENUE $30,972.00 Survey St.: 0A0028-0C0257-E ASHBURY AVENUE Start St.: SOUTH CITY LIMITS $11,294.00 Survey St.: 0A0028-XS0001-E ASHBURY AVENUE Start St.: A STREET $32,076.00 Survey St.: 0A0030-010001-W ASHBURY AVENUE Start St.: B STREET $7,344.00 Survey St.: 0A0030-010012-W ASHBURY AVENUE Start St.: C STREET $3,696.00 Survey St.: 0A0030-010037-W S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 2 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO ASHBURY AVENUE Start St.: CLAYTON AVENUE $2,352.00 Survey St.: 0A0033-020015-W ASHBURY AVENUE Start St.: EUREKA AVENUE $28,104.00 Survey St.: 0A0033-020044-W ASHBURY AVENUE Start St.: CENTRAL AVENUE $6,340.00 Survey St.: 0A0033-0C0040-W ASHBURY AVENUE Start St.: LINCOLN AVENUE $12,580.00 Survey St.: 0A0033-0C0157-W ASHBURY AVENUE Start St.: HOTCHKISS AVENUE $11,568.00 Survey St.: 0A0037-020082-E ASHBURY AVENUE Start St.: STOCKTON AVENUE $6,815.00 Survey St.: 0A0037-0A0329-W ASHBURY AVENUE Start St.: WALDO LANE $25,239.00 Survey St.: 0A0040-020208-W ASHBURY AVENUE Start St.: MOESER LANE $32,055.00 Survey St.: 0A0040-0A02046-W ASHBURY AVENUE Start St.: STOCKTON AVENUE $27,215.00 Survey St.: 0A0040-0B0160-E BARRETT AVENUE Start St.: CARQUINEZ AVENUE $1,188.00 Survey St.: 0A0053-080061-S BARRETT AVENUE Start St.: LA HONDA AVENUE $4,772.00 Survey St.: 0A0053-080202-N BARRETT AVENUE Start St.: MONTA VISTA AVENUE $4,900.00 Survey St.: 0A0053-080260-N BARRETT AVENUE Start St.: TAMALPAIS AVENUE $11,044.00 Survey St.: 0A0053-080340-N BARRETT AVENUE Start St.: TASSAJARA AVENUE $7,248.00 Survey St.: 0A0053-080351-N BARRETT AVENUE Start St.: TASSAJARA AVENUE $28,949.00 Survey St.: 0A0053-080351-S BARRETT AVENUE Start St.: ARLINGTON BOULEVARD $5,335.00 Survey St.: 0A0053-0A0017-N BARRETT AVENUE Start St.: TAMALPAIS AVENUE $7,795.00 Survey St.: 0A0053-Y80338-S BARRETT AVENUE Start St.: CARQUINEZ AVENUE $10,599.00 Survey St.: 0A0058-080064-N BARRETT AVENUE Start St.: EDWARDS AVENUE $5,664.00 Survey St.: 0A0058-080100-N BARRETT AVENUE Start St.: EDWARDS AVENUE $8,542.00 Survey St.: 0A0058-080100-S BARRETT AVENUE Start St.: ELLERHORST STREET $4,391.00 Survey St.: 0A0058-080117-N BARRETT AVENUE Start St.: MIRA VISTA DRIVE $8,382.00 Survey St.: 0A0058-080242-N BARRETT AVENUE Start St.: MIRA VISTA DRIVE $8,758.00 Survey St.: 0A0058-080242-S BARRETT AVENUE Start St.: TULARE AVENUE $603.00 Survey St.: 0A0058-080366-N BARRETT AVENUE Start St.: TULLER AVENUE $3,412.00 Survey St.: 0A0058-080378-N BARRETT AVENUE Start St.: TULARE AVENUE $966.00 Survey St.: 0A0058-Y80364-S BARRETT AVENUE Start St.: BROOKS AVENUE $7,752.00 Survey St.: 0A0063-080039-W BARRETT AVENUE Start St.: HARRIS AVENUE $16,244.00 Survey St.: 0A0063-080139-S BARRETT AVENUE Start St.: SONOMA STREET $7,016.00 Survey St.: 0A0063-080326-N BARRETT AVENUE Start St.: YUBA STREET $3,084.00 Survey St.: 0A0063-080389-N BARRETT AVENUE Start St.: YUBA STREET $6,385.00 Survey St.: 0A0063-080389-S BARRETT AVENUE Start St.: WEST CITY LIMITS $3,148.00 Survey St.: 0A0063-WECILI-S CARLSON BOULEVARD Start St.: LASSEN STREET $8,452.00 Survey St.: 0A0077-000165-W CARLSON BOULEVARD Start St.: SAN DIEGO STREET $4,176.00 Survey St.: 0A0077-000201-E CARLSON BOULEVARD Start St.: SAN DIEGO STREET $3,124.00 Survey St.: 0A0077-000201-W CARLSON BOULEVARD Start St.: CENTRAL AVENUE $2,928.00 Survey St.: 0A0077-0A0095-W CARLSON BOULEVARD Start St.: SAN PABLO AVENUE $15,748.00 Survey St.: 0A0077-NB0002-E CARLSON BOULEVARD Start St.: FAIRMOUNT AVENUE $3,648.00 Survey St.: 0A0077-YA0180-E CARLSON BOULEVARD Start St.: AVILA STREET $6,096.00 Survey St.: 0A0079-000023-E CARLSON BOULEVARD Start St.: AVILA STREET $12,464.00 Survey St.: 0A0079-000023-W CARLSON BOULEVARD Start St.: CENTRAL AVENUE $9,504.00 Survey St.: 0A0079-0A0095-E CARLSON BOULEVARD Start St.: NORTH CITY LIMITS $2,208.00 Survey St.: 0A0079-NOCILI-W S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 3 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO CARLSON BOULEVARD Start St.: EL DORADO STREET $8,496.00 Survey St.: 0A0079-X00073-W CARLSON BOULEVARD Start St.: EL DORADO STREET $2,508.00 Survey St.: 0A0079-YA0073-E CENTRAL AVENUE Start St.: BELMONT AVENUE $3,391.00 Survey St.: 0A0095-000036-S CENTRAL AVENUE Start St.: SAN MATEO AVENUE $12,635.00 Survey St.: 0A0095-000216-S CENTRAL AVENUE Start St.: SANTA CLARA AVENUE $6,032.00 Survey St.: 0A0095-000230-S CENTRAL AVENUE Start St.: YOLO AVENUE $4,916.00 Survey St.: 0A0095-000316-N CENTRAL AVENUE Start St.: YOSEMITE AVENUE $22,919.00 Survey St.: 0A0095-000327-N CENTRAL AVENUE Start St.: YOSEMITE AVENUE $4,348.00 Survey St.: 0A0095-000327-S CENTRAL AVENUE Start St.: CARLSON BOULEVARD $12,532.00 Survey St.: 0A0095-0A0077-S CENTRAL AVENUE Start St.: CARLSON BOULEVARD $24,584.00 Survey St.: 0A0095-0A0079-N CENTRAL AVENUE Start St.: SAN PABLO AVENUE $4,351.00 Survey St.: 0A0095-NB0002-S CENTRAL AVENUE Start St.: SAN PABLO AVENUE $11,004.00 Survey St.: 0A0095-SB0002-N CENTRAL AVENUE Start St.: KEARNEY STREET $1,728.00 Survey St.: 0B0001-020094-N CENTRAL AVENUE Start St.: KEARNEY STREET $5,048.00 Survey St.: 0B0001-020094-S CENTRAL AVENUE Start St.: LEXINGTON AVENUE $7,140.00 Survey St.: 0B0001-020110-N CENTRAL AVENUE Start St.: LEXINGTON AVENUE $1,492.00 Survey St.: 0B0001-020110-S CENTRAL AVENUE Start St.: LIBERTY STREET $1,500.00 Survey St.: 0B0001-020126-N CENTRAL AVENUE Start St.: OAK STREET $8,360.00 Survey St.: 0B0001-020158-N CENTRAL AVENUE Start St.: RICHMOND STREET $7,164.00 Survey St.: 0B0001-0A0304-N CENTRAL AVENUE Start St.: LIBERTY STREET $11,036.00 Survey St.: 0B0001-0C0146-S CENTRAL AVENUE Start St.: ALBEMARLE STREET $4,844.00 Survey St.: 0C0040-020001-N CENTRAL AVENUE Start St.: ALBEMARLE STREET $5,778.00 Survey St.: 0C0040-020001-S CENTRAL AVENUE Start St.: CLAYTON AVENUE $4,595.00 Survey St.: 0C0040-020015-N CENTRAL AVENUE Start St.: CLAYTON AVENUE $6,299.00 Survey St.: 0C0040-020015-S CENTRAL AVENUE Start St.: EVERETT STREET $7,972.00 Survey St.: 0C0040-020066-N CENTRAL AVENUE Start St.: EVERETT STREET $10,640.00 Survey St.: 0C0040-020066-S CENTRAL AVENUE Start St.: NORVELL STREET $2,143.00 Survey St.: 0C0040-020143-N CENTRAL AVENUE Start St.: NORVELL STREET $5,979.00 Survey St.: 0C0040-020143-S CENTRAL AVENUE Start St.: ASHBURY AVENUE $8,964.00 Survey St.: 0C0040-0A0033-N CENTRAL AVENUE Start St.: RICHMOND STREET $10,140.00 Survey St.: 0C0040-0A0304-S CUTTING BOULEVARD Start St.: FAIRVIEW DRIVE $2,360.00 Survey St.: 0A0125-060045-S CUTTING BOULEVARD Start St.: TAMALPAIS AVENUE $776.00 Survey St.: 0A0125-060228-S CUTTING BOULEVARD Start St.: WILSON WAY $7,636.00 Survey St.: 0A0125-060265-S CUTTING BOULEVARD Start St.: ALVA AVENUE $3,016.00 Survey St.: 0A0125-070001-N CUTTING BOULEVARD Start St.: ARLINGTON BOULEVARD $500.00 Survey St.: 0A0125-0A0014-N CUTTING BOULEVARD Start St.: TAMALPAIS AVENUE $3,608.00 Survey St.: 0A0125-X80338-N CUTTING BOULEVARD Start St.: KENILWORTH AVENUE $10,135.00 Survey St.: 0A0129-060119-S CUTTING BOULEVARD Start St.: SNOWDON AVENUE $8,592.00 Survey St.: 0A0129-060216-S CUTTING BOULEVARD Start St.: HAGEN BOULEVARD $6,777.00 Survey St.: 0A0129-070120-N CUTTING BOULEVARD Start St.: TAPSCOTT AVENUE $12,895.00 Survey St.: 0A0129-070267-N CUTTING BOULEVARD Start St.: JUNCTION AVENUE $4,683.00 Survey St.: 0A0133-070161-N CUTTING BOULEVARD Start St.: KEARNEY STREET $7,876.00 Survey St.: 0A0133-070175-N S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 4 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO CUTTING BOULEVARD Start St.: KEY BOULEVARD $12,420.00 Survey St.: 0A0133-0A0212-N CUTTING BOULEVARD Start St.: KEY BOULEVARD $20,021.00 Survey St.: 0A0133-0A0212-S CUTTING BOULEVARD Start St.: PEERLESS AVENUE $5,520.00 Survey St.: 0A0137-0C0228-S CUTTING BOULEVARD Start St.: INTERSTATE 80 $2,832.00 Survey St.: 0A0137-EB0I80-S CUTTING BOULEVARD Start St.: SAN PABLO AVENUE $7,648.00 Survey St.: 0A0137-NB0001-S CUTTING BOULEVARD Start St.: SAN PABLO AVENUE $1,344.00 Survey St.: 0A0137-SB0001-N ELM STREET Start St.: MANOR CIRCLE $5,867.00 Survey St.: 0A0159-060157-E ELM STREET Start St.: HILL STREET $10,869.00 Survey St.: 0A0159-0A0198-W ELM STREET Start St.: BLAKE STREET $11,293.00 Survey St.: 0A0159-0C0351-E FAIRMOUNT AVENUE Start St.: CORONADO STREET $7,244.00 Survey St.: 0A0172-010062-S FAIRMOUNT AVENUE Start St.: POMONA AVENUE $2,476.00 Survey St.: 0A0172-010089-S FAIRMOUNT AVENUE Start St.: RAMONA AVENUE $9,696.00 Survey St.: 0A0172-010101-S FAIRMOUNT AVENUE Start St.: VICTORIA STREET $8,652.00 Survey St.: 0A0172-010140-S FAIRMOUNT AVENUE Start St.: ALBEMARLE STREET $13,596.00 Survey St.: 0A0172-020001-N FAIRMOUNT AVENUE Start St.: CLAYTON AVENUE $10,372.00 Survey St.: 0A0172-020015-N FAIRMOUNT AVENUE Start St.: EVERETT STREET $3,324.00 Survey St.: 0A0172-020066-N FAIRMOUNT AVENUE Start St.: NORVELL STREET $6,344.00 Survey St.: 0A0172-020143-N FAIRMOUNT AVENUE Start St.: ASHBURY AVENUE $17,838.00 Survey St.: 0A0172-0A0030-S FAIRMOUNT AVENUE Start St.: ASHBURY AVENUE $7,632.00 Survey St.: 0A0172-0A0033-N FAIRMOUNT AVENUE Start St.: COLUSA AVENUE $17,932.00 Survey St.: 0A0172-0C0055-N FAIRMOUNT AVENUE Start St.: KEARNEY STREET $6,528.00 Survey St.: XA0180-020094-N FAIRMOUNT AVENUE Start St.: LEXINGTON AVENUE $7,876.00 Survey St.: XA0180-020110-N FAIRMOUNT AVENUE Start St.: RICHMOND STREET $12,384.00 Survey St.: XA0180-0A0304-N FAIRMOUNT AVENUE Start St.: LIBERTY STREET $4,996.00 Survey St.: XA0180-0C0146-N FAIRMOUNT AVENUE Start St.: LIBERTY STREET $16,992.00 Survey St.: XA0180-0C0146-S FAIRMOUNT AVENUE Start St.: SAN PABLO AVENUE $13,035.00 Survey St.: XA0180-NB0002-S FAIRMOUNT AVENUE Start St.: CARLSON BOULEVARD $4,339.00 Survey St.: YA0180-SB0002-S FAIRMOUNT AVENUE Start St.: SAN PABLO AVENUE $5,232.00 Survey St.: YA0180-SB0002-N KEY BOULEVARD Start St.: HUMBOLDT AVENUE $8,201.00 Survey St.: 00215-070148-E KEY BOULEVARD Start St.: KNOTT AVENUE $72,360.00 Survey St.: 00215-070188-E KEY BOULEVARD Start St.: CONLON AVENUE $2,832.00 Survey St.: 00215-070256-E KEY BOULEVARD Start St.: NORTH CITY LIMITS $16,260.00 Survey St.: 00215-NOCILI-W KEY BOULEVARD Start St.: KNOTT AVENUE $8,623.00 Survey St.: 0A0212-000020-W KEY BOULEVARD Start St.: LIBERTY STREET $21,865.00 Survey St.: 0A0212-070201-E KEY BOULEVARD Start St.: CUTTING BOULEVARD $7,500.00 Survey St.: 0A0212-0A0133-W KEY BOULEVARD Start St.: ELM STREET $26,526.00 Survey St.: 0A0212-0A0159-E KEY BOULEVARD Start St.: HUMBOLDT AVENUE $41,037.00 Survey St.: 0A0215-070148-W MANILA AVENUE Start St.: CARBRILLO STREET $150.00 Survey St.: 0C0206-050001-S MANILA AVENUE Start St.: EVERETT STREET $5,279.00 Survey St.: 0C0206-050057-N MANILA AVENUE Start St.: EVERETT STREET $5,538.00 Survey St.: 0C0206-050057-S MANILA AVENUE Start St.: LAWRENCE STREET $4,272.00 Survey St.: 0C0206-050135-N MANILA AVENUE Start St.: LAWRENCE STREET $7,642.00 Survey St.: 0C0206-050135-S S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 5 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO MANILA AVENUE Start St.: NORVELL STREET $1,201.00 Survey St.: 0C0206-050230-N MANILA AVENUE Start St.: NORVELL STREET $1,468.00 Survey St.: 0C0206-050230-S MANILA AVENUE Start St.: RIVERA STREET $1,245.00 Survey St.: 0C0206-050255-S MANILA AVENUE Start St.: SCOTT STREET $2,800.00 Survey St.: 0C0206-0B0098-N MANILA AVENUE Start St.: SCOTT STREET $874.00 Survey St.: 0C0206-0B0098-S MANILA AVENUE Start St.: NAVELLIER STREET $632.00 Survey St.: 0C0206-0C0224-N MANILA AVENUE Start St.: NOBLE COURT $9,361.00 Survey St.: 0C0206-NOBLEC-N MANILA AVENUE Start St.: ELM STREET $11,439.00 Survey St.: 0C0213-050047-N MANILA AVENUE Start St.: LIBERTY STREET $18,623.00 Survey St.: 0C0213-050170-N MANILA AVENUE Start St.: RICHMOND STREET $4,532.00 Survey St.: 0C0213-0A0313-N MANILA AVENUE Start St.: RICHMOND STREET $10,088.00 Survey St.: 0C0213-0A0313-S MOESER LANE Start St.: BATES DRIVE $24,960.00 Survey St.: 0A0228-030042-S MOESER LANE Start St.: CONTRA COSTA DRIVE $18,600.00 Survey St.: 0A0228-030079-S MOESER LANE Start St.: KING DRIVE $15,960.00 Survey St.: 0A0228-030153-S MOESER LANE Start St.: SHELVIN DRIVE $20,100.00 Survey St.: 0A0228-030233-S MOESER LANE Start St.: TERRACE DRIVE $8,280.00 Survey St.: 0A0228-0B0170-S MOESER LANE Start St.: CONTRA COSTA DRIVE $21,600.00 Survey St.: 0A0234-040076-N MOESER LANE Start St.: KING DRIVE $36,600.00 Survey St.: 0A0234-040222-N MOESER LANE Start St.: ARLINGTON BOULEVARD $9,633.00 Survey St.: 0A0234-0A0001-N MOESER LANE Start St.: TERRACE DRIVE (EAST) $25,095.00 Survey St.: 0A0234-0B0170-N MOESER LANE Start St.: TERRACE DRIVE (WEST) $14,520.00 Survey St.: 0A0234-0B0170-N MOESER LANE Start St.: SEAVIEW DRIVE $62,804.00 Survey St.: 0A0240-030220-N MOESER LANE Start St.: SEAVIEW DRIVE $34,200.00 Survey St.: 0A0240-030220-S MOESER LANE Start St.: AVIS DRIVE $38,060.00 Survey St.: 0A0240-0C0015-S MOESER LANE Start St.: SHELVIN DRIVE $18,090.00 Survey St.: 0A0240-0C0299-N MOESER LANE Start St.: GALVIN DRIVE $29,707.00 Survey St.: 0A0240-X30115-S MOESER LANE Start St.: EVERETT STREET $5,764.00 Survey St.: 0A0246-020069-S MOESER LANE Start St.: EVERETT STREET $32,915.00 Survey St.: 0A0246-050056-N MOESER LANE Start St.: RICHMOND STREET $4,556.00 Survey St.: 0A0246-YA0308-S MOESER LANE Start St.: ELM STREET $275.00 Survey St.: 0A0254-020032-S MOESER LANE Start St.: LEXINGTON AVENUE $10,975.00 Survey St.: 0A0254-020114-S MOESER LANE Start St.: LIBERTY STREET $1,278.00 Survey St.: 0A0254-020129-S MOESER LANE Start St.: ELM COURT $5,556.00 Survey St.: 0A0254-050031-N MOESER LANE Start St.: LIBERTY COURT $17,184.00 Survey St.: 0A0254-050159-N MOESER LANE Start St.: LIBERTY STREET $4,084.00 Survey St.: 0A0254-050168-N MOESER LANE Start St.: RICHMOND STREET $7,233.00 Survey St.: 0A0254-0A0311-N MOESER LANE Start St.: SAN PABLO AVE $5,036.00 Survey St.: 0A0254-SB0001-S MOESER LANE Start St.: KEARNEY STREET $2,239.00 Survey St.: 0A0254-X20097-S NAVELLIER STREET Start St.: PARK VISTA $3,359.00 Survey St.: 0B0063-040271-E NAVELLIER STREET Start St.: SEA VIEW PLACE $19,149.00 Survey St.: 0B0063-040293-E NAVELLIER STREET Start St.: MOESER LANE $7,888.00 Survey St.: 0B0063-0A0240-E NAVELLIER STREET Start St.: PORTOLA DRIVE $7,988.00 Survey St.: 0B0063-0B0081-W S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 6 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO NAVELLIER STREET Start St.: SCHMIDT LANE $9,391.00 Survey St.: 0B0063-0B0122-W NAVELLIER STREET Start St.: GLADYS AVENUE $175.00 Survey St.: 0B0067-040154-E NAVELLIER STREET Start St.: GLADYS AVENUE $7,732.00 Survey St.: 0B0067-050082-W NAVELLIER STREET Start St.: MOUND AVENUE $4,153.00 Survey St.: 0B0067-050197-W NAVELLIER STREET Start St.: POTRERO AVENUE $1,752.00 Survey St.: 0B0067-0A0281-W NAVELLIER STREET Start St.: WILDWOOD PLACE $4,635.00 Survey St.: 0B0067-WIWDPL-N NAVELLIER STREET Start St.: SCHMIDT LANE $75,633.00 Survey St.: 0C0224-040282-E NAVELLIER STREET Start St.: DONAL AVENUE $12,958.00 Survey St.: 0C0224-050012-W NAVELLIER STREET Start St.: SCOTT STREET $19,246.00 Survey St.: 0C0224-0B0098-W NAVELLIER STREET Start St.: MANILA AVENUE $8,898.00 Survey St.: 0C0224-0C0206-W POTRERO AVENUE Start St.: DOUGLAS DRIVE $9,318.00 Survey St.: 0A0276-040119-S POTRERO AVENUE Start St.: JULIAN DRIVE $800.00 Survey St.: 0A0276-040176-S POTRERO AVENUE Start St.: JULIAN COURT $23,737.00 Survey St.: 0A0276-060095-N POTRERO AVENUE Start St.: ARLINGTON BOULEVARD $1,000.00 Survey St.: 0A0276-0A0013-N POTRERO AVENUE Start St.: EVERETT STREET $1,183.00 Survey St.: 0A0281-050057-S POTRERO AVENUE Start St.: NORVELL STREET $20,188.00 Survey St.: 0A0281-050230-S POTRERO AVENUE Start St.: EVERETT STREET $720.00 Survey St.: 0A0281-060034-N POTRERO AVENUE Start St.: NORVELL STREET $75.00 Survey St.: 0A0281-060172-N POTRERO AVENUE Start St.: RICHMOND STREET $4,612.00 Survey St.: 0A0281-0A0314-S POTRERO AVENUE Start St.: NAVELLIER STREET $500.00 Survey St.: 0A0281-0B0067-N POTRERO AVENUE Start St.: ELM STREET $9,558.00 Survey St.: 0A0284-050047-S POTRERO AVENUE Start St.: KEARNEY STREET $0.00 Survey St.: 0A0284-050112-S POTRERO AVENUE Start St.: LEXINGTON AVENUE $2,788.00 Survey St.: 0A0284-050148-S POTRERO AVENUE Start St.: LIBERTY STREET $15,000.00 Survey St.: 0A0284-050170-S POTRERO AVENUE Start St.: ELM STREET $1,776.00 Survey St.: 0A0284-060023-N POTRERO AVENUE Start St.: KEARNEY STREET $0.00 Survey St.: 0A0284-060108-N POTRERO AVENUE Start St.: LEXINGTON AVENUE $676.00 Survey St.: 0A0284-060132-N POTRERO AVENUE Start St.: LIBERTY STREET $1,880.00 Survey St.: 0A0284-060144-N POTRERO AVENUE Start St.: RICHMOND STREET $4,032.00 Survey St.: 0A0284-0A0314-N POTRERO AVENUE Start St.: SAN PABLO AVENUE $100.00 Survey St.: 0A0284-NB0002-S POTRERO AVENUE Start St.: SAN PABLO AVENUE $100.00 Survey St.: 0A0284-SB0002-N POTRERO AVENUE Start St.: INTERSTATE 80 $1,924.00 Survey St.: 0A0289-000000-S POTRERO AVENUE Start St.: SOUTH 56TH STREET $728.00 Survey St.: 0A0289-000282-S POTRERO AVENUE Start St.: SOUTH 53RD STREET $18,864.00 Survey St.: 0C0238-000257-S POTRERO AVENUE Start St.: SOUTH 56TH STREET $12,432.00 Survey St.: 0C0238-000282-N POTRERO AVENUE Start St.: ROGER COURT $724.00 Survey St.: YA0279-060205-N POTRERO AVENUE Start St.: NAVELLIER STREET $6,481.00 Survey St.: YA0279-0B0067-S RICHMOND STREET Start St.: FAIRMOUNT AVENUE $11,945.00 Survey St.: 0A0304-0A0172-E RICHMOND STREET Start St.: CENTRAL AVENUE $20,220.00 Survey St.: 0A0304-0B0001-W RICHMOND STREET Start St.: CENTRAL AVENUE $7,143.00 Survey St.: 0A0304-0C0040-E RICHMOND STREET Start St.: LINCOLN AVENUE $11,272.00 Survey St.: 0A0304-0C0157-E RICHMOND STREET Start St.: LINCOLN AVENUE $3,046.00 Survey St.: 0A0304-0C0162-W S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 7 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO RICHMOND STREET Start St.: EUREKA AVENUE $6,367.00 Survey St.: 0A0304-X20049-W RICHMOND STREET Start St.: WILLOW STREET $2,559.00 Survey St.: 0A0304-X20239-W RICHMOND STREET Start St.: GLENWOOD WAY $1,577.00 Survey St.: 0A0311-050099-W RICHMOND STREET Start St.: MOESER LANE $9,136.00 Survey St.: 0A0311-0A0246-E RICHMOND STREET Start St.: PORTOLA DRIVE $21,568.00 Survey St.: 0A0311-0B0081-E RICHMOND STREET Start St.: PORTOLA DRIVE $10,000.00 Survey St.: 0A0311-0B0084-W RICHMOND STREET Start St.: SCHMIDT LANE $7,243.00 Survey St.: 0A0311-0B0129-W RICHMOND STREET Start St.: DONAL AVENUE $13,280.00 Survey St.: 0A0313-050012-W RICHMOND STREET Start St.: SCHMIDT LANE $16,755.00 Survey St.: 0A0313-0B0127-E RICHMOND STREET Start St.: MANILA AVENUE $10,500.00 Survey St.: 0A0313-0C0206-E RICHMOND STREET Start St.: MANILA AVENUE $11,223.00 Survey St.: 0A0313-0C0213-W RICHMOND STREET Start St.: DONAL AVENUE $21,228.00 Survey St.: 0A0314-050012-E RICHMOND STREET Start St.: GLADYS AVENUE $17,877.00 Survey St.: 0A0314-050086-E RICHMOND STREET Start St.: GLADYS AVENUE $5,785.00 Survey St.: 0A0314-050086-W RICHMOND STREET Start St.: POTRERO AVENUE $9,772.00 Survey St.: 0A0314-0A0281-E RICHMOND STREET Start St.: POTRERO AVENUE $24,123.00 Survey St.: 0A0314-0A0284-W RICHMOND STREET Start St.: BLAKE STREET $8,083.00 Survey St.: 0A0314-0C0355-W RICHMOND STREET Start St.: EUREKA AVENUE $14,941.00 Survey St.: XA0308-020044-E RICHMOND STREET Start St.: STOCKTON AVENUE $16,979.00 Survey St.: XA0308-0A0329-W RICHMOND STREET Start St.: WALDO AVENUE $13,371.00 Survey St.: YA0308-020208-E RICHMOND STREET Start St.: WALDO AVENUE $6,366.00 Survey St.: YA0308-020212-W RICHMOND STREET Start St.: MOESER LANE $20,588.00 Survey St.: YA0308-0A0254-W RICHMOND STREET Start St.: STOCKTON AVENUE $5,433.00 Survey St.: YA0308-0A0329-E SAN PABLO AVENUE Start St.: KNOTT AVENUE $16,808.00 Survey St.: NB0001-000020-E SAN PABLO AVENUE Start St.: OHIO STREET $5,184.00 Survey St.: NB0001-070245-E SAN PABLO AVENUE Start St.: CONLON AVENUE $9,036.00 Survey St.: NB0001-070256-E SAN PABLO AVENUE Start St.: WALL AVENUE $28,562.00 Survey St.: NB0001-070279-E SAN PABLO AVENUE Start St.: CUTTING BOULEVARD $15,456.00 Survey St.: NB0001-0A0133-E SAN PABLO AVENUE Start St.: KNOTT AVENUE $14,379.00 Survey St.: SB0001-000154-W SAN PABLO AVENUE Start St.: WALL AVENUE $9,024.00 Survey St.: SB0001-000305-W SAN PABLO AVENUE Start St.: CONLON AVENUE $5,904.00 Survey St.: SB0001-070256-W SAN PABLO AVENUE Start St.: NORTH CITY LIMITS $4,900.00 Survey St.: SB0001-NOCILI-W STOCKTON AVENUE Start St.: ELM STREET $11,540.00 Survey St.: 0A0329-020029-S STOCKTON AVENUE Start St.: ELM STREET $9,072.00 Survey St.: 0A0329-020032-N STOCKTON AVENUE Start St.: EVERETT STREET $2,296.00 Survey St.: 0A0329-020069-N STOCKTON AVENUE Start St.: EVERETT STREET $8,648.00 Survey St.: 0A0329-020069-S STOCKTON AVENUE Start St.: LEXINGTON AVENUE $9,668.00 Survey St.: 0A0329-020114-N STOCKTON AVENUE Start St.: LIBERTY STREET $14,868.00 Survey St.: 0A0329-020129-N STOCKTON AVENUE Start St.: LIBERTY STREET $1,700.00 Survey St.: 0A0329-020129-S STOCKTON AVENUE Start St.: NORVELL STREET $4,912.00 Survey St.: 0A0329-020146-N STOCKTON AVENUE Start St.: NORVELL STREET $11,500.00 Survey St.: 0A0329-020146-S STOCKTON AVENUE Start St.: ASHBURY AVENUE $9,948.00 Survey St.: 0A0329-0A0040-N S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 8 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Mid-Blocks CITY OF EL CERRITO STOCKTON AVENUE Start St.: RICHMOND STREET $1,600.00 Survey St.: 0A0329-XA0308-S STOCKTON AVENUE Start St.: KEARNEY STREET $10,212.00 Survey St.: 0A0329-Y20097-N STOCKTON AVENUE Start St.: RICHMOND STREET $100.00 Survey St.: 0A0329-YA0308-N STOCKTON AVENUE Start St.: SEAVIEW DRIVE $14,864.00 Survey St.: 0B0156-0230220-N STOCKTON AVENUE Start St.: ALBEMARLE STREET $3,052.00 Survey St.: 0B0160-020003-S STOCKTON AVENUE Start St.: POMONA AVENUE $1,425.00 Survey St.: 0B0160-020170-S STOCKTON AVENUE Start St.: POMONA AVENUE $335.00 Survey St.: 0B0160-020173-N STOCKTON AVENUE Start St.: AVIS DRIVE $6,924.00 Survey St.: 0B0160-0B0182-N STOCKTON AVENUE Start St.: BALRA DRIVE $16,684.00 Survey St.: 0C0313-030028-N STOCKTON AVENUE Start St.: BALRA DRIVE $7,907.00 Survey St.: 0C0313-030028-S STOCKTON AVENUE Start St.: TERRACE DRIVE $8,237.00 Survey St.: 0C0313-0B0182-S STOCKTON AVENUE Start St.: GALVAN DRIVE $22,555.00 Survey St.: 0C0313-X30115-N TERRACE DRIVE Start St.: BATES AVENUE $3,600.00 Survey St.: 0B0170-030042-S TERRACE DRIVE Start St.: HAVENS PLACE $11,260.00 Survey St.: 0B0170-040165-N TERRACE DRIVE Start St.: ARLINGTON BOULEVARD $9,720.00 Survey St.: 0B0170-0A0001-N TERRACE DRIVE Start St.: MOESER LANE $11,300.00 Survey St.: 0B0170-0A0222-N TERRACE DRIVE Start St.: MOESER LANE $6,352.00 Survey St.: 0B0170-0A0222-S TERRACE DRIVE Start St.: MOESER LANE $39,242.00 Survey St.: 0B0170-0A0228-S TERRACE DRIVE Start St.: MOESER LANE $25,189.00 Survey St.: 0B0170-0A0234-N TERRACE DRIVE Start St.: CONTRA COSTA DRIVE $12,896.00 Survey St.: 0B0172-030078-N TERRACE DRIVE Start St.: CONTRA COSTA DRIVE $30,126.00 Survey St.: 0B0172-030078-S TERRACE DRIVE Start St.: GELSTON PLACE $19,871.00 Survey St.: 0B0172-030128-S TERRACE DRIVE Start St.: HANCOCK WAY $80,644.00 Survey St.: 0B0175-030142-S TERRACE DRIVE Start St.: CONTRA COSTA DRIVE $10,333.00 Survey St.: 0B0175-090036-N TERRACE DRIVE Start St.: SHELVIN DRIVE $10,415.00 Survey St.: 0B0175-0B0144-N TERRACE DRIVE Start St.: LEVISTON AVENUE $8,012.00 Survey St.: 0B0177-030164-S TERRACE DRIVE Start St.: PARK WAY $7,492.00 Survey St.: 0B0177-030187-N TERRACE DRIVE Start St.: SEA VIEW DRIVE $4,554.00 Survey St.: 0B0177-030220-N TERRACE DRIVE Start St.: GALVAN DRIVE $28,024.00 Survey St.: 0B0177-0B0028-S TERRACE DRIVE Start St.: SEA VIEW DRIVE $8,044.00 Survey St.: 0B0177-0C0281-S TERRACE DRIVE Start St.: BALRA DRIVE $5,515.00 Survey St.: 0B0182-030028-N TERRACE DRIVE Start St.: BALRA DRIVE $5,776.00 Survey St.: 0B0182-030028-S TERRACE DRIVE Start St.: GALVAN DRIVE $7,273.00 Survey St.: 0B0182-0B0028-N TERRACE DRIVE Start St.: COLUSA AVENUE $8,246.00 Survey St.: 0B0182-0C0059-S TERRACE DRIVE Start St.: STOCKTON AVENUE $5,616.00 Survey St.: 0B0182-0C0313-S Grand Total for City of El Cerrito Mid-Block Barriers: $4,223,354.00 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 9 May 2009 ---PAGE BREAK--- Legend & Navigation May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- S a l l y S w a n s o n A r c h I t e c t s , I n c . Access Compliance Report Data Legend 1. Locator Number: Identifies the unique database record (one locator number per record). 2. Intersection Number The intersection number is comprised of two numbers. The first number (before the decimal) identifies the survey street on which the given mid-block barriers occur. The second number (after the decimal) identifies the starting street from which their location is measured. 3. As-Built Description: Description of as-built barrier based on applicable accessibility codes. 4. Street Side: Corresponds to side of the street surveyed: N, S, E, W 5. Distance from Corner: The location of the identified barrier, measured in feet from the intersection/starting street. 6. Street 1: Name of arterial/primary street for which barriers are being surveyed. 7. As-is Measurement: Existing condition/dimension of the incompliancy described in the As-Built Description. 8. Codes / Info: PCODE Specifies the relevant SSA database code. ADAPROW Draft Guidelines for Accessible Public Rights-of-Way (currently not yet adopted by standard setting agencies of the ADA and ABA) CSAS California State Accessibility Standards ADAAG Federal Standard for accessibility adopted by the Department of Justice (DOJ). 9. Proposed Solution: Description of steps necessary to remove barrier and, if applicable, an interim solution or notes. 10. Starting Street: Name of the intersecting street from which barrier locations are being measured. Measurements are taken from the start street beginning on the right side of the street. 11. Severity: Determines the severity of the existing barrier. 1=inaccessible; 2=extreme barrier; 3=moderate barrier; 4=minor barrier. 12. Qty: Number of solutions required. 13. Unit: Unit of measurement used to compute cost estimate. LF=linear feet; SF=square feet; JOB=lump sum. 14. Unit Cost: Estimated cost of specific solution per one unit. (The final cost of barrier removal may exceed this estimate based on the year of mitigation, design approach and chosen method of mitigation) 15. Specific Item: Categorizes the specific accessibility feature found to be deficient. 1 2 3 4 5 6 7 8 9 10 12 13 15 11 14 ---PAGE BREAK--- S a l l y S w a n s o n A r c h I t e c t s , I n c . ABBREVIATONS ABA Architectural Barriers Act ADA Americans with Disabilities Act ADAAG ADA Accessibility Guidelines ADAPROW ADA, Public Rights of Way AFF Above finished floor CA California CSAS California State Accessibility Standards DOJ Department of Justice E East E.F. Equivalent facilitation Fig. Figure I Island In Inches JOB per one job (lump sum) lbs Pounds LF Linear foot N/A Not applicable NE Northeast MoM Method of mitigation N North NT Non-typical NW Northwest o.c. On center O/R Official responsible PAR Pedestrian Access Route P.A. Physical alteration PCODE Problem Code POT Path of travel PROW Public Right of Way PWD Public Works Director Qty Quantity REF Reference Reqs requirements S South sec. Second Sec. Section SE Southeast SF Square foot SW Southwest TBD To be determined W West ---PAGE BREAK--- Survey Data – Mid-Blocks By Year of Mitigation May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- E ASHBURY AVENUE Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0028 . 020042 0A0028-020042-E 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed WCCUSD El Cerrito High Project Vertical changes in level of 1/4 inch or less at pedestrian access route are spaced less than 30 inches apart. • As-Built Description: Distance from Corner ID # PR25A R301.5.2 2008/09 4.5.2 PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface to create level surface. Abrupt Vertical Change Severity Fiscal Year PWD O/R Completed Note: 2" gap; 0.75" deep 189 4011 $25 SF feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Completed Note: 3.1% 365 - 374 2002 $12 $432 SF 36 feet 3 3.8% 452 - 463 2004 $12 $528 SF 44 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Completed Note: 2.4% - 4.0% 0 - 42 873 $12 $2,016 SF 168 feet 3 2.6% - 3.5% 97 - 112 861 $12 $720 SF 60 feet 3 2.1% - 2.4 134 - 154 865 $12 $960 SF 80 feet 4 2.1% - 3.1% 226 - 238 858 $12 $576 SF 48 feet 3 2.6% - 13.7% 296 - 326 869 $12 $1,440 SF 120 feet 1 2.8% 336 - 345 854 $12 $432 SF 36 feet 4 2.3% - 2.8% 419 - 437 864 $12 $864 SF 72 feet 4 5.4% - 7.5% 463 - 473 856 $12 $480 SF 40 feet 2 2.4% - 15.3% 508 - 523 862 $12 $720 SF 60 feet 1 3.0% - 3.7% 567 - 605 872 $12 $1,824 SF 152 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 1 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0028 . 020042 0A0028-020042-E 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed WCCUSD El Cerrito High Project The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Completed Note: 8.4% 308 - 315 2576 $12 $336 SF 28 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 2008/09 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Completed Note: 1.5" 315 3331 $25 $100 SF 4 feet 1 1" 328 3332 $25 $100 SF 4 feet 1 0.75" 395 3333 $25 $100 SF 4 feet 2 2.5" 473 3334 $25 $100 SF 4 feet 1 $11,728.00 Total costs for ASHBURY AVENUE EUREKA AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 2 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0028 . 020042 0A0028-020042-E 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed WCCUSD El Cerrito High Project $11,728.00 Total costs for ASHBURY AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 3 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0C0213 . NB0002 0C0213-NB0002-S 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed City Hall Project The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Completed Note: 2.4% - 2.7% 42 - 64 1320 $12 $1,056 SF 88 feet 3 2.6% - 3.7% 102 - 193 1319 $12 $4,368 SF 364 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 2008/09 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Completed Note: patch 92 - 170 2624 $10 $3,120 SF 312 feet 3 $8,544.00 Total costs for MANILA AVENUE SAN PABLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 4 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0C0213 . X50110 0C0213-X50110-N 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed City Hall Project The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Completed Note: 9.1% 14 - 41 2271 $12 $1,296 SF 108 feet 1 no dimensions 160 - 176 2272 $12 $768 SF 64 feet 1 6.1% 259 - 282 2273 $12 $1,104 SF 92 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2008/09 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Completed Note: 2.3% 0 - 4 1276 $12 $192 SF 16 feet 4 2.4% - 2.7% 41 - 61 1280 $12 $960 SF 80 feet 4 2.7% - 4.0% 99 - 144 1282 $12 $2,160 SF 180 feet 3 6% 176 - 188 1277 $12 $576 SF 48 feet 2 2.2% - 3.1% 211 - 259 1278 $12 $2,304 SF 192 feet 3 2.6% - 3.1% 282 - 310 1279 $12 $1,344 SF 112 feet 3 2.7% - 4.4% 417 - 468 1281 $12 $2,448 SF 204 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2008/09 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Completed Note: 4" x 4" 400 3771 $12 $300 SF 25 feet 4 $13,452.00 Total costs for MANILA AVENUE KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 5 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0C0213 . X50110 0C0213-X50110-N 2008/09 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Completed City Hall Project $21,996.00 Total costs for MANILA AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 6 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2009/10 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from bus stop Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61AREF R410.1.2 1131B.4 2009/10 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 60" x 72" 935 - 940 6031 REF feet 3 Bus Stop boarding area has a cross slope greater than the street or highway and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63AREF R410.1.4 1131B.4 2009/10 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required cross slope. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 2.9% 935 - 940 6032 REF feet 3 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 2009/10 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 46" at phone pole 1090 6062 $12 $600 SF 50 feet 4 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03AREF R301.3.1 1133B.7.1 2009/10 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 46" wide 1197 - 1305 6069 REF feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 7 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2009/10 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from bus stop The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 2009/10 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.9% 1236 - 1247 6068 $12 $660 SF 55 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2009/10 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9% - 4.4% 1127 6065 $12 $300 SF 25 feet 2 2.3% - 4.0% 1134 6056 $12 $48 SF 4 feet 2 3.9% - 4.1% 685 - 970 6029 $12 $13,680 SF 1140 feet 2 2.7% - 2.8% 1197 - 1236 6067 $12 $2,340 SF 195 feet 4 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 2009/10 PCODE ADAPROW Total Unit Cost Qty • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 942 - 943 6050 REF feet 2 948 - 950 6051 REF feet 2 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 2009/10 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 1061 6053 $400 $400 JOB 1 feet 2 1068 6055 $400 $400 JOB 1 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 8 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2009/10 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from bus stop Due to utility box: Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 2009/10 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 967 6052 $25 $500 SF 20 feet 2 1" 1032 6058 $25 $25 SF 1 feet 1 2" 1068 6054 $25 $100 SF 4 feet 1 1" 1068 6059 $25 $25 SF 1 feet 1 1" 1077 6060 $25 $25 SF 1 feet 1 0.75" 1117 6063 $25 $125 SF 5 feet 2 997 - 1006 6057 $25 $1,125 SF 45 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18AREF R301.5 1133B.7.1 2009/10 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 1" 925 - 931 6049 REF feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 2009/10 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 1087 - 1097 6061 $12 $600 SF 50 feet 3 1122 - 1127 6064 $12 $300 SF 25 feet 3 1188 - 1197 6066 $12 $540 SF 45 feet 3 $21,793.00 Total costs for MOESER LANE NAVELLIER STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 9 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2009/10 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from bus stop $21,793.00 Total costs for MOESER LANE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 10 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2010/11 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from Navellier St. Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. • As-Built Description: Distance from Corner ID # PC01A R303.1 1127B.5.1 2010/11 4.7.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide a perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Access Route Severity Fiscal Year PWD O/R Note: 266 6015 $2,800 $2,800 JOB 1 feet 1 298 6016 $2,800 $2,800 JOB 1 feet 1 432 6019 $2,800 $2,800 JOB 1 feet 1 492 6020 $2,800 $2,800 JOB 1 feet 1 Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61AREF R410.1.2 1131B.4 2010/11 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 60" x 72" 405 - 410 6021 REF feet 3 Bus Stop boarding area has a cross slope greater than the street or highway and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63AREF R410.1.4 1131B.4 2010/11 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required cross slope. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 4.7% 405 - 410 6022 REF feet 2 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03AREF R301.3.1 1133B.7.1 2010/11 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 42" at fire hydrant 770 6041 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 11 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2010/11 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from Navellier St. The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 2010/11 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.3% 660 - 685 6028 $12 $1,200 SF 100 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2010/11 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.7% - 9.6% 0 - 266 6004 $12 $12,768 SF 1064 feet 1 6.4% - 7.3% 298 - 432 6017 $12 $6,432 SF 536 feet 1 2.3% - 7.4% 492 - 660 6027 $12 $8,064 SF 672 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 2010/11 PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 920 6048 REF feet 2 Opening at grating on pedestrian access route surface more than 1/2" diameter sphere. • As-Built Description: Distance from Corner ID # PR20B R301.7.1 1133B.7.2 2010/11 4.5.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide new grating consisting of opennings less than 1/2" in diameter, placed perpendicular to the dominant direction of travel. Horizontal Openings Severity Fiscal Year PWD O/R Note: 799 - 802 6042 REF feet 2 806 - 808 6043 REF feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 12 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2010/11 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from Navellier St. Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2010/11 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 240 6013 $25 $100 SF 4 feet 3 0.5" 247 6014 $25 $100 SF 4 feet 3 Due to utility box: Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 2010/11 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 339 6023 REF feet 3 0.5" 505 6030 REF feet 3 0.5" 526 6033 REF feet 3 0.5" 723 6039 REF feet 3 0.5" 764 6040 REF feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 2010/11 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 426 6026 $25 SF feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 2010/11 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 101 6006 REF feet 2 0.75" 112 6007 REF feet 2 2" 144 6008 REF feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 13 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2010/11 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from Navellier St. 1" 162 6009 REF feet 1 1" 210 6011 REF feet 1 2" 354 6024 REF feet 1 2" 387 6025 REF feet 1 1" 542 6034 REF feet 1 0.75" 583 6035 REF feet 2 1" 604 6036 REF feet 1 0.75" 625 6037 REF feet 2 0.75" 839 6044 REF feet 2 1" 860 6045 REF feet 1 2" 879 6046 REF feet 1 0.75" 879 6047 REF feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18AREF R301.5 1133B.7.1 2010/11 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 6.4% - 7.3% 298 - 432 6018 REF feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 2010/11 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 208 - 221 6012 $12 $624 SF 52 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 2010/11 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 74 - 101 6005 REF feet 3 172 -192 6010 REF feet 3 645 - 660 6038 REF feet 3 $40,488.00 Total costs for MOESER LANE NAVELLIER STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 14 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0246 . 0B0063 0A0246-0B0063-N 2010/11 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center from Navellier St. $40,488.00 Total costs for MOESER LANE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 15 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0329 . 020114 0A0329-020114-S 2011/12 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Library and Senior Center The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2011/12 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 4.2% 0 - 300 1664 $12 $14,400 SF 1200 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2011/12 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3863 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2011/12 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 36 3145 $25 $100 SF 4 feet 3 0.5" 223 3146 $25 $100 SF 4 feet 3 0.5" 247 3147 $25 $100 SF 4 feet 3 0.5" 290 3148 $25 $100 SF 4 feet 3 $15,100.00 Total costs for STOCKTON AVENUE LEXINGTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 16 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0329 . 020114 0A0329-020114-S 2011/12 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Library and Senior Center $15,100.00 Total costs for STOCKTON AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 17 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0329 . 020XXX 0A0329-020XXX-S 2012/13 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Library and Senior Center The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2012/13 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 4.6% 0 - 265 1660 $12 $12,720 SF 1060 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2012/13 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3860 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2012/13 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 70 3117 $25 $100 SF 4 feet 3 0.5" 91 3118 $25 $100 SF 4 feet 3 0.5" 132 3119 $25 $100 SF 4 feet 3 $13,320.00 Total costs for STOCKTON AVENUE KEARNEY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 18 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0329 . NB0002 0A0329-NB0002-S 2012/13 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Library and Senior Center The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2012/13 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 5.9% 0 - 155 1667 $12 $7,440 SF 620 feet 2 2.4% - 4.6% 160 - 182 1668 $12 $1,056 SF 88 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2012/13 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 192 3177 $25 $100 SF 4 feet 3 $8,596.00 Total costs for STOCKTON AVENUE SAN PABLO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 19 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0329 . NB0002 0A0329-NB0002-S 2012/13 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Library and Senior Center $21,916.00 Total costs for STOCKTON AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 20 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side POMONA AVENUE Street Intersection Number Starting Street 0A0246 . 020173 0A0246-020173-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. • As-Built Description: Distance from Corner ID # PC01A R303.1 1127B.5.1 2013/14 4.7.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide a perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Access Route Severity Fiscal Year PWD O/R Note: 251 5867 $2,800 $2,800 JOB 1 feet 1 Bus Stop boarding area has a cross slope greater than the street or highway and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63AREF R410.1.4 1131B.4 2013/14 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required cross slope. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 2.4% 34 5864 REF feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2013/14 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.2% 0 - 37 5861 $12 $2,664 SF 222 feet 3 2.6% - 5.6% 409 - 483 5872 $12 $5,328 SF 444 feet 2 2.4% - 5.0% 593 - 617 5882 $12 $1,728 SF 144 feet 2 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 2013/14 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 5" to 12" 552 - 630 5878 $45 $3,510 LF 78 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 21 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side POMONA AVENUE Street Intersection Number Starting Street 0A0246 . 020173 0A0246-020173-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater Openings in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 2013/14 PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 0.625" 42 - 46 5863 $100 $100 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375 37 5862 $25 $5,550 SF 222 feet 4 0.375" 130 5865 $25 $150 SF 6 feet 4 0.375" 159 5866 $25 $150 SF 6 feet 4 0.375" 275 5868 $25 $150 SF 6 feet 4 0.375" 373 5869 $25 $150 SF 6 feet 4 0.375" 384 5870 $25 $150 SF 6 feet 4 0.5" 495 5877 $25 $150 SF 6 feet 3 0.5" 557 5879 $25 $150 SF 6 feet 3 0.5" 621 5881 $25 $150 SF 6 feet 3 0.5" 621 5883 $25 $150 SF 6 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375" 419 5873 REF feet 4 0.5" 437 5874 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 22 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side POMONA AVENUE Street Intersection Number Starting Street 0A0246 . 020173 0A0246-020173-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 402 5871 $25 $150 SF 6 feet 1 0.625" 593 5880 $25 $150 SF 6 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.625" 445 5875 REF feet 3 1.75" 459 5876 REF feet 1 $23,330.00 Total costs for MOESER LANE POMONA AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 23 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0246 . 0A0040 0A0246-0A0040-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2013/14 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8% - 4.9% 32 - 60 5852 $12 $2,016 SF 168 feet 2 2.3% - 2.6% 67 - 80 5857 $12 $936 SF 78 feet 4 2.2% - 5.2% 116 - 175 5860 $12 $4,248 SF 354 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375" 60 5856 $25 $150 SF 6 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375" 78 5859 REF feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 2013/14 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 32 5853 REF feet 2 1" 41 5854 REF feet 1 0.625" 46 5855 REF feet 3 0.625" 73 5858 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 24 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0246 . 0A0040 0A0246-0A0040-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater $7,350.00 Total costs for MOESER LANE ASHBURY AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 25 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0246 . 0A0040 0A0246-0A0040-S 2013/14 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater $30,680.00 Total costs for MOESER LANE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 26 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0246 . 020146 0A0246-020146-S 2014/15 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center & Civic Theater Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2014/15 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 10 5850 $25 $100 SF 4 feet 4 0.375" 20 5851 $25 $100 SF 4 feet 4 $200.00 Total costs for MOESER LANE NORVELL STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 27 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0246 . 020146 0A0246-020146-S 2014/15 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Community Center & Civic Theater $200.00 Total costs for MOESER LANE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 28 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-E 2015/16 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 2015/16 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 35" 623 240 $100 $100 JOB 1 feet 1 3.0" 672 241 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 2015/16 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: no dimensions 634 377 $75 $75 JOB 1 feet 1 42" 235 - 251 375 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2015/16 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 13.2% 80 - 102 2061 $12 $1,056 SF 88 feet 1 18.4% 163 - 185 2050 $12 $1,056 SF 88 feet 1 15.1% 192 - 213 2051 $12 $1,008 SF 84 feet 1 8.9% 263 - 284 2053 $12 $1,008 SF 84 feet 2 19.8% 314 - 333 2054 $12 $912 SF 76 feet 1 11.1% 360 - 378 2056 $12 $864 SF 72 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 29 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-E 2015/16 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2015/16 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3%-2.6% 18 - 49 964 $12 $1,488 SF 124 feet 3 7.5%-3.3% 102 - 137 962 $12 $1,680 SF 140 feet 3 4.6% - 7.0% 137 - 163 963 $12 $1,248 SF 104 feet 1 6.8% - 7.0% 213 - 235 965 $12 $1,056 SF 88 feet 1 3.8% 235 - 251 966 $12 $768 SF 64 feet 3 2.9% - 5.0% 290 - 314 967 $12 $1,152 SF 96 feet 1 3.8% - 5.1% 339 - 360 968 $12 $1,008 SF 84 feet 1 5.7% - 5.9% 378 - 407 969 $12 $912 SF 76 feet 1 3.8% 407 - 415 970 $12 $384 SF 32 feet 3 4.0% - 6.0% 415 - 507 971 $12 $4,416 SF 368 feet 1 2.9%-4.0% 518 - 582 973 $12 $3,072 SF 256 feet 3 2.1%-2.9% 612 - 662 976 $12 $2,400 SF 200 feet 3 3.1% 672 - 679 977 $12 $336 SF 28 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2015/16 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/2" 415 2708 $25 $100 SF 4 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 2015/16 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/4" 290 3291 REF feet 4 1/2" 407 3292 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 30 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-E 2015/16 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 2015/16 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 213 3631 REF feet 1 1/4" 284 3632 REF feet 4 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 2015/16 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 263 - 284 2663 REF feet 3 $26,274.00 Total costs for ASHBURY AVENUE WALDO LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 31 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-E 2015/16 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Civic Theater $26,274.00 Total costs for ASHBURY AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 32 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0030 . 0A0172 0A0030-0A0172-W 2016/17 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Harding Child Care Center The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2016/17 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 5.6% 499 - 625 882 $12 $6,048 SF 504 feet 2 $6,048.00 Total costs for ASHBURY AVENUE FAIRMOUNT AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 33 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0030 . 0A0172 0A0030-0A0172-W 2016/17 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Harding Child Care Center $6,048.00 Total costs for ASHBURY AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 34 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side BEHRENS STREET Street Intersection Number Starting Street 0A0172 . 010023 0A0172-010023-S 2016/17 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Harding Child Care Center An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 2016/17 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 77 - 85 282 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 2016/17 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 116 - 124 434 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2016/17 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% 97 - 110 2208 $12 $624 SF 52 feet 4 2.4% 164 - 175 2207 $12 $528 SF 44 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2016/17 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 4.2% 46 - 94 1205 $12 $2,304 SF 192 feet 3 2.4% - 2.6% 199 - 234 1203 $12 $1,680 SF 140 feet 4 2.4% - 3.3% 336 - 517 1204 $12 $8,688 SF 724 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 35 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side BEHRENS STREET Street Intersection Number Starting Street 0A0172 . 010023 0A0172-010023-S 2016/17 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Harding Child Care Center An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2016/17 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3753 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2016/17 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 - 46 2834 $25 $100 SF 4 feet 4 $14,399.00 Total costs for FAIRMOUNT AVENUE BEHRENS STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 36 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side BEHRENS STREET Street Intersection Number Starting Street 0A0172 . 010023 0A0172-010023-S 2016/17 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Harding Child Care Center $14,399.00 Total costs for FAIRMOUNT AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 37 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side MADERA DRIVE Street Intersection Number Starting Street 0A0010 . 040259 0A0010-040259-W 2017/18 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care Center Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 2017/18 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 912 3978 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 2017/18 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 65 207 $100 $100 JOB 1 feet 2 21" 912 208 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 2017/18 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36.5" 0 - 28 359 $75 $75 JOB 1 feet 2 34" 356 - 393 360 $75 $75 JOB 1 feet 1 38" 414 - 417 361 $75 $75 JOB 1 feet 2 34" 887 - 921 362 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2017/18 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 13.6% 28 - 52 1909 $12 $1,152 SF 96 feet 1 9.4% 88 - 108 1919 $12 $960 SF 80 feet 1 19.2% 145 - 166 1906 $12 $1,008 SF 84 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 38 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side MADERA DRIVE Street Intersection Number Starting Street 0A0010 . 040259 0A0010-040259-W 2017/18 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care Center 10.6% 175 - 191 1907 $12 $768 SF 64 feet 1 8.4% 266 - 285 1908 $12 $912 SF 76 feet 2 8.3% 299 - 320 1910 $12 $1,008 SF 84 feet 2 13.2% 393 - 414 1911 $12 $1,008 SF 84 feet 1 7.7% 427 - 447 1912 $12 $960 SF 80 feet 2 10.5% 512 - 537 1913 $12 $1,200 SF 100 feet 1 14.4% 570 - 590 1914 $12 $960 SF 80 feet 1 6.7% 600 - 623 1915 $12 $1,104 SF 92 feet 2 8.7% 687 - 702 1916 $12 $720 SF 60 feet 2 7.9% 827 - 841 1917 $12 $672 SF 56 feet 2 9.7% 874 - 887 1918 $12 $624 SF 52 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2017/18 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 7.1% - 13.8% 590 - 600 728 $12 $480 SF 40 feet 1 5.8% - 11.2% 623 - 638 729 $12 $720 SF 60 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2017/18 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3690 $12 $300 SF 25 feet 4 4" x 4" 400 3687 $12 $300 SF 25 feet 4 4" x 4" 600 3688 $12 $300 SF 25 feet 4 4" x 4" 800 3689 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 2017/18 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 75" 224 - 233 3906 $75 $75 JOB 1 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 39 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side MADERA DRIVE Street Intersection Number Starting Street 0A0010 . 040259 0A0010-040259-W 2017/18 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care Center Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 2017/18 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 772 2699 $25 $100 SF 4 feet 4 $16,143.00 Total costs for ARLINGTON MADERA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 40 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side MADERA DRIVE Street Intersection Number Starting Street 0A0010 . 040259 0A0010-040259-W 2017/18 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care Center $16,143.00 Total costs for ARLINGTON BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 41 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2018/19 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 2018/19 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 1251 3981 $12 $12 JOB 1 feet 4 96" x 48" 1609 3982 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 2018/19 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 0 964 217 $100 $100 JOB 1 feet 1 38 " 1090 218 $100 $100 JOB 1 feet 2 26 " 1127 219 $100 $100 JOB 1 feet 1 30 " 1246 220 $100 $100 JOB 1 feet 1 36 " 1251 221 $100 $100 JOB 1 feet 2 32 " 1280 222 $100 $100 JOB 1 feet 1 29 " 1522 223 $100 $100 JOB 1 feet 1 36 " 1609 224 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2018/19 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.4% 828 - 859 1940 $12 $1,488 SF 124 feet 2 11.1% 860 - 880 1941 $12 $960 SF 80 feet 1 22.8% 884 - 900 1942 $12 $768 SF 64 feet 1 14.2% 970 - 990 1943 $12 $960 SF 80 feet 1 8.6% 1056 - 1086 1925 $12 $1,440 SF 120 feet 2 18.7% 1188 - 1214 1926 $12 $1,248 SF 104 feet 1 6.4% 1260 - 1276 1927 $12 $768 SF 64 feet 2 6.7% 1318 - 1334 1928 $12 $768 SF 64 feet 2 9.2% 1439 - 1460 1929 $12 $1,008 SF 84 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 42 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2018/19 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station 7.8% 1471 - 1492 1930 $12 $1,008 SF 84 feet 2 5.8% 1527 - 1550 1931 $12 $1,104 SF 92 feet 2 13.7% 1610 - 1639 1932 $12 $1,392 SF 116 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2018/19 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 3.6% 751 - 828 756 $12 $3,696 SF 308 feet 3 6.6% - 10.3% 900 - 939 757 $12 $1,872 SF 156 feet 1 10% 939 - 957 758 $12 $864 SF 72 feet 1 2.9% - 4.3% 990 - 1056 759 $12 $3,168 SF 264 feet 3 no dimensions 1086 - 1187 743 $12 $4,848 SF 404 feet 1 3.0% - 3.5% 1214 - 1226 745 $12 $576 SF 48 feet 3 4.4% - 6.0% 1283 - 1318 746 $12 $1,680 SF 140 feet 1 4.4% - 6.8% 1497 - 1527 747 $12 $1,440 SF 120 feet 1 2.2% - 2.6% 1567 - 1584 748 $12 $816 SF 68 feet 4 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2018/19 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 1000 3697 $12 $300 SF 25 feet 4 4" x 4" 1200 3698 $12 $300 SF 25 feet 4 4" x 4" 1400 3699 $12 $300 SF 25 feet 4 4" x 4" 1600 3700 $12 $300 SF 25 feet 4 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25B R401.4 1133B.8.2 2018/19 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create a leading edge of a guardrail or barrier a a location of 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 27" 957 - 970 3966 $400 $400 1 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 43 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2018/19 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 2018/19 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 10.1% - 28.1% 1050 - 1054 2573 $12 $192 SF 16 feet 2 $34,488.00 Total costs for ARLINGTON POTRERO AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 44 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2018/19 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station $34,488.00 Total costs for ARLINGTON BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 45 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2019/20 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 2019/20 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 22.5" 14 209 $100 $100 JOB 1 feet 1 29.5 " 162 210 $100 $100 JOB 1 feet 1 23 " 178 211 $100 $100 JOB 1 feet 1 25 " 292 212 $100 $100 JOB 1 feet 1 28 " 342 213 $100 $100 JOB 1 feet 1 20 " 467 214 $100 $100 JOB 1 feet 1 36 " 700 215 $100 $100 JOB 1 feet 2 26 " 825 216 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 2019/20 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36 " 900 364 $75 $75 JOB 1 feet 2 21" - 33" 152 - 162 365 $75 $75 JOB 1 feet 1 27" - 33" 179 - 189 366 $75 $75 JOB 1 feet 1 37" - 40" 220 - 244 367 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 2019/20 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.2% 30 - 51 1935 $12 $1,008 SF 84 feet 1 7.2% 189 - 211 1933 $12 $1,056 SF 88 feet 2 8.3% 244 - 289 1934 $12 $240 SF 20 feet 2 19.7% 342 - 368 1936 $12 $1,248 SF 104 feet 1 15.8% 446 - 462 1937 $12 $768 SF 64 feet 1 16.5% 502 - 520 1938 $12 $864 SF 72 feet 1 13.3% 551 - 571 1939 $12 $960 SF 80 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 46 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2019/20 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 2019/20 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.5% 19 - 26 749 $12 $336 SF 28 feet 3 3.4% - 6.1% 114 - 189 744 $12 $3,600 SF 300 feet 1 5.3% - 8.0% 216 - 270 750 $12 $2,592 SF 216 feet 1 3.8% - 4.7% 298 - 350 751 $12 $2,496 SF 208 feet 3 6.4% - 8.6% 370 - 446 752 $12 $3,648 SF 304 feet 1 4.3% - 7.6% 470 - 503 753 $12 $1,584 SF 132 feet 1 4.6% - 6.8% 520 - 551 754 $12 $1,488 SF 124 feet 1 2.5% - 6.6% 579 - 748 755 $12 $8,112 SF 676 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 2019/20 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3694 $12 $300 SF 25 feet 4 4" x 4" 400 3695 $12 $300 SF 25 feet 4 4" x 4" 600 3696 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 2019/20 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 70" 633 - 650 3907 $75 $75 JOB 1 feet 4 68" 685 - 692 3908 $75 $75 JOB 1 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 47 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2019/20 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 2019/20 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 28" - 79" 323 3954 $400 $400 JOB 1 feet 2 28" - 79" 493 3955 $400 $400 JOB 1 feet 2 70" 704 - 728 3956 $400 $400 JOB 1 feet 2 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 2019/20 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 35% 86 - 90 2574 $12 $192 SF 16 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 2019/20 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 5.25" 211 3319 $25 $100 SF 4 feet 1 $33,642.00 Total costs for ARLINGTON POTRERO AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 48 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0012 . 0A0276 0A0012-0A0276-W 2019/20 ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Serving: Madera Child Care & Fire Station $33,642.00 Total costs for ARLINGTON BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 49 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side ROBERTA DRIVE Street Intersection Number Starting Street 0A0001 . 030209 0A0001-030209-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 88 159 $60 $5,280 LF 88 feet 1 no sidewalk 148 - 354 160 $60 $12,360 LF 206 feet 1 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24 " 147 226 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40 " 88 - 146 368 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 4.4% 90 - 118 765 $12 $1,344 SF 112 feet 3 $19,159.00 Total costs for ARLINGTON ROBERTA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 50 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side MOESER LANE Street Intersection Number Starting Street 0A0001 . 0A0234 0A0001-0A0234-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 33" x 40" 90 3979 $12 $12 JOB 1 feet 2 Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 601 - 720 158 $60 $7,140 LF 119 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" - 35" 0 - 90 363 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 217 - 235 1920 $12 $864 SF 72 feet 3 4.7% 324 - 342 1921 $12 $864 SF 72 feet 3 4.7% 361 - 377 1922 $12 $768 SF 64 feet 3 8.3% 530 - 541 1923 $12 $528 SF 44 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 51 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side MOESER LANE Street Intersection Number Starting Street 0A0001 . 0A0234 0A0001-0A0234-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 5.0% 0 - 54 730 $12 $2,592 SF 216 feet 2 2.7% - 3.2% 73 - 90 741 $12 $816 SF 68 feet 3 2.4% - 4.5% 115 - 163 731 $12 $1,920 SF 160 feet 3 2.9% - 5.0% 172 - 195 733 $12 $1,104 SF 92 feet 2 6.1% - 7.1% 195 - 217 734 $12 $1,056 SF 88 feet 1 4.3% - 6.0% 235 - 275 735 $12 $1,920 SF 160 feet 1 2.9% - 5.6% 289 - 324 736 $12 $1,200 SF 100 feet 1 6.1% - 7.6% 342 - 361 737 $12 $912 SF 76 feet 1 4.7% - 7.0% 377 - 471 738 $12 $4,512 SF 376 feet 1 2.7% - 7.1% 471 - 530 739 $12 $2,832 SF 236 feet 1 2.7% - 4.3% 541 - 573 740 $12 $1,536 SF 128 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3691 $12 $300 SF 25 feet 4 4" x 4" 401 3692 $12 $300 SF 25 feet 4 4" x 4" 600 3693 $12 $300 SF 25 feet 4 $31,551.00 Total costs for ARLINGTON MOESER LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 52 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side MOESER LANE Street Intersection Number Starting Street 0A0001 . 0C0326 0A0001-0C0326-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.0% 12 - 23 732 $12 $528 SF 44 feet 3 $528.00 Total costs for ARLINGTON MOESER LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 53 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TERRACE DRIVE Street Intersection Number Starting Street 0A0001 . 0C0326 0A0001-0C0326-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level of 1/4 inch or less at pedestrian access route are spaced less than 30 inches apart. • As-Built Description: Distance from Corner ID # PR25A R301.5.2 TBD 4.5.2 PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface to create level surface. Abrupt Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 190 2680 $25 $25 SF 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 32 " 345 233 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.4% 15 - 27 1973 $12 $576 SF 48 feet 3 3.7% 125 - 141 1972 $12 $768 SF 64 feet 3 4.3% 208 - 229 1974 $12 $1,008 SF 84 feet 3 2.8% - 2.9% 229 - 242 1975 $12 $624 SF 52 feet 3 2.8% 308 - 327 1976 $12 $912 SF 76 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 6.5% 0 - 15 802 $12 $720 SF 60 feet 1 4.8% - 5.5% 38 - 50 805 $12 $576 SF 48 feet 1 2.4% - 4.6% 227 - 387 803 $12 $7,680 SF 640 feet 2 3.5% 301 - 308 804 $12 $336 SF 28 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 54 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TERRACE DRIVE Street Intersection Number Starting Street 0A0001 . 0C0326 0A0001-0C0326-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3707 $12 $300 SF 25 feet 4 $13,625.00 Total costs for ARLINGTON TERRACE DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 55 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side SOUTH CITY LIMITS Street Intersection Number Starting Street 0A0001 . XS0001 0A0001-XS0001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidwalk 54 - 78 142 $60 $1,440 LF 24 feet 1 no sidewalk 94 - 182 144 $60 $5,280 LF 88 feet 1 no sidewalk 350 - 366 140 $60 $960 LF 16 feet 1 no sidewalk 382 - 434 141 $60 $3,120 LF 52 feet 1 no sidewalk 626 - 734 143 $60 $6,480 LF 108 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.3% 282 1957 $12 $1,728 SF 144 feet 2 8.8% 78 - 94 1961 $12 $768 SF 64 feet 2 11.5% 182 - 208 1958 $12 $1,728 SF 144 feet 1 2.9% 366 - 382 1959 $12 $384 SF 32 feet 3 6.3% 503 - 524 1960 $12 $1,008 SF 84 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.5% 0 - 47 771 $12 $2,256 SF 188 feet 3 2.4% - 3.4% 216 - 220 772 $12 $192 SF 16 feet 3 2.6% - 3.4% 245 - 329 773 $12 $4,032 SF 336 feet 3 5.0% - 8.7% 434 - 481 774 $12 $2,256 SF 188 feet 1 2.9% - 3.7% 481 - 503 775 $12 $1,056 SF 88 feet 3 4.6% - 5.6% 524 - 562 776 $12 $1,824 SF 152 feet 2 2.9% - 4.0% 575 - 591 777 $12 $768 SF 64 feet 3 3.3% - 3.6% 613 - 626 778 $12 $624 SF 52 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 56 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side SOUTH CITY LIMITS Street Intersection Number Starting Street 0A0001 . XS0001 0A0001-XS0001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5 " 47 2700 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5 " 220 3320 $25 $100 SF 4 feet 1 1.5 " 232 - 245 3321 $25 $100 SF 4 feet 1 $36,204.00 Total costs for ARLINGTON SOUTH CITY LIMITS starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 57 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BREWSTER DRIVE Street Intersection Number Starting Street 0A0004 . 040039 0A0004-040039-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 0 587 3969 $12 $12 JOB 1 feet 1 Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 438 149 $60 $26,280 LF 438 feet 1 $26,292.00 Total costs for ARLINGTON BREWSTER DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 58 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side HAVENS PLACE Street Intersection Number Starting Street 0A0004 . 040165 0A0004-040165-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 630 154 $60 $37,800 LF 630 feet 1 no sidewalk 752 - 1061 157 $60 $18,540 LF 309 feet 1 no sidewalk 1126 - 1265 155 $60 $8,340 LF 139 feet 1 no sidewalk 1411 - 1504 156 $60 $5,580 LF 93 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 29.5" 1516 - 1544 358 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.8% 1382 - 1399 1886 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.3% 630 - 741 702 $12 $5,328 SF 444 feet 3 2.9% - 3.5% 1269 - 1289 699 $12 $960 SF 80 feet 3 2.9% - 3.7% 1399 - 1411 700 $12 $576 SF 48 feet 3 no dimensions 1504 - 1552 701 $12 $2,304 SF 192 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 59 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side HAVENS PLACE Street Intersection Number Starting Street 0A0004 . 040165 0A0004-040165-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.0" 1544 3317 $25 $100 SF 4 feet 1 $80,419.00 Total costs for ARLINGTON HAVENS PLACE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 60 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side ARBOR DRIVE Street Intersection Number Starting Street 0A0004 . 090001 0A0004-090001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 0 277 3968 $12 $12 JOB 1 feet 1 Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 25 119 $60 $1,500 LF 25 feet 1 no sidewalk 25 - 34 122 $60 $540 LF 9 feet 1 no sidewalk 50 - 70 123 $60 $1,200 LF 20 feet 1 no sidewalk 106 - 115 120 $60 $540 LF 9 feet 1 no sidewalk 134 - 331 121 $60 $11,820 LF 197 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.2% 34 - 50 1818 $12 $768 SF 64 feet 3 6.1% 70 - 106 1819 $12 $1,728 SF 144 feet 2 7.4% 115 - 134 1817 $12 $912 SF 76 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 206 3646 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 61 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side ARBOR DRIVE Street Intersection Number Starting Street 0A0004 . 090001 0A0004-090001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $19,320.00 Total costs for ARLINGTON ARBOR DRIVE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 62 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side DON CAROL DRIVE Street Intersection Number Starting Street 0A0004 . 090047 0A0004-090047-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 0 560 3976 $12 $12 JOB 1 feet 1 Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 93 127 $60 $5,580 LF 93 feet 1 no sidewalk 116 - 196 128 $60 $4,800 LF 80 feet 1 no sidewalk 222 - 298 129 $60 $4,560 LF 76 feet 1 no sidewalk 328 - 385 130 $60 $3,420 LF 57 feet 1 no sidewalk 401 - 573 131 $60 $10,320 LF 172 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4% 93 - 116 1885 $12 $1,104 SF 92 feet 3 3.2% 298 - 328 1883 $12 $1,440 SF 120 feet 3 10.7% 385 - 401 1884 $12 $768 SF 64 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3680 $12 $300 SF 25 feet 4 4" x 4" 400 3681 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 63 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side DON CAROL DRIVE Street Intersection Number Starting Street 0A0004 . 090047 0A0004-090047-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $32,604.00 Total costs for ARLINGTON DON CAROL DRIVE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 64 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side VILLA NUEVA DRIVE Street Intersection Number Starting Street 0A0004 . 090253 0A0004-090253-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11.8% 60 - 82 1983 $12 $1,056 SF 88 feet 1 13.3% 116 - 156 1979 $12 $1,920 SF 160 feet 1 10.7% 194 - 210 1980 $12 $768 SF 64 feet 1 4% 223 - 246 1981 $12 $1,104 SF 92 feet 3 2.4% 327 - 341 1982 $12 $672 SF 56 feet 4 2.3% 711 - 715 1984 $12 $192 SF 16 feet 4 7% 978 - 1003 1985 $12 $1,200 SF 100 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 6.8% 0 - 10 811 $12 $480 SF 40 feet 1 2.7%-6.0% 10 - 44 812 $12 $1,632 SF 136 feet 1 6.4% - 46.8% 44 - 52 818 $12 $384 SF 32 feet 3 2.6% - 6.1% 92 - 107 823 $12 $720 SF 60 feet 1 2.2% - 3.3% 178 - 194 815 $12 $768 SF 64 feet 3 2.9% - 4.0% 210 - 223 816 $12 $624 SF 52 feet 3 2.5% - 3.0% 274 - 287 817 $12 $624 SF 52 feet 3 2.9% 517 - 520 819 $12 $144 SF 12 feet 3 2.6% - 3.8% 653 - 677 820 $12 $1,152 SF 96 feet 3 2.2% - 2.9% 855 - 885 821 $12 $1,440 SF 120 feet 3 2.3% - 3.5% 895 - 920 822 $12 $1,200 SF 100 feet 3 2.5% - 4.1% 930 - 970 824 $12 $1,920 SF 160 feet 3 2.3% - 2.7% 1003 - 1038 813 $12 $1,440 SF 120 feet 4 2.2% - 3.7% 1051 - 1160 814 $12 $5,232 SF 436 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 65 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side VILLA NUEVA DRIVE Street Intersection Number Starting Street 0A0004 . 090253 0A0004-090253-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3709 $12 $300 SF 25 feet 4 4" x 4" 527 3710 $12 $300 SF 25 feet 4 4" x 4" 727 3711 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 79.5 AFF 844 3883 $100 $100 JOB 1 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5 " 54 3326 $25 $100 SF 4 feet 1 $25,772.00 Total costs for ARLINGTON VILLA NUEVA DRIVE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 66 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BUCKINGHAM DRIVE Street Intersection Number Starting Street 0A0007 . 0C0027 0A0007-0C0027-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: no sidewalk 1217 3970 $12 $12 JOB 1 feet 1 Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 666 - 762 124 $60 $5,760 LF 96 feet 1 no sidewalk 810 - 875 125 $60 $3,900 LF 65 feet 1 Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 637 150 $60 $38,220 LF 637 feet 1 no sidewalk 784 - 810 152 $60 $1,560 LF 26 feet 1 no sidewalk 895 - 1217 153 $60 $19,320 LF 322 feet 1 no sidewalk 1217 - 1264 151 $60 $2,820 LF 47 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.7% 641 - 666 1828 $12 $1,200 SF 100 feet 3 13.2% 762 - 784 1829 $12 $1,056 SF 88 feet 1 9.9% 875 - 895 1830 $12 $960 SF 80 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 67 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BUCKINGHAM DRIVE Street Intersection Number Starting Street 0A0007 . 0C0027 0A0007-0C0027-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $74,808.00 Total costs for ARLINGTON BUCKINGHAM DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 68 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side THORS BAY ROAD Street Intersection Number Starting Street 0A0007 . X90228 0A0007-X90228-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9% 102 - 119 1977 $12 $816 SF 68 feet 1 12.7% 185 - 202 1978 $12 $816 SF 68 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.7% 144 - 185 806 $12 $1,968 SF 164 feet 3 2.7% - 4.4% 202 - 215 807 $12 $624 SF 52 feet 3 2.7% - 6.0% 260 - 299 808 $12 $1,872 SF 156 feet 1 3.3% - 5.2% 313 - 333 809 $12 $960 SF 80 feet 1 2.6% - 6.0% 338 - 373 810 $12 $1,680 SF 140 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 2.2" 175 2669 $100 $100 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3708 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 69 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side THORS BAY ROAD Street Intersection Number Starting Street 0A0007 . X90228 0A0007-X90228-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 78.5 AFF 235 3882 $100 $100 JOB 1 feet 4 $9,236.00 Total costs for ARLINGTON THORS BAY ROAD starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 70 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side DYLANS WAY Street Intersection Number Starting Street 0A0008 . 000000 0A0008-000000-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 4.4% 0 - 9 697 $12 $432 SF 36 feet 3 2.7% - 3.5% 12 - 37 698 $12 $1,200 SF 100 feet 3 $1,632.00 Total costs for ARLINGTON DYLANS WAY starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 71 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BREWSTER DRIVE Street Intersection Number Starting Street 0A0008 . 040037 0A0008-040037-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02BREF R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 877 166 REF feet 1 Total costs for ARLINGTON BREWSTER DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 72 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side LAMBRECHT COURT Street Intersection Number Starting Street 0A0008 . 090130 0A0008-090130-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 5.0% 0 - 135 727 $12 $6,480 SF 540 feet 1 $6,480.00 Total costs for ARLINGTON LAMBRECHT COURT starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 73 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side RIFLE RANGE ROAD Street Intersection Number Starting Street 0A0008 . 0C0245 0A0008-0C0245-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30" 3 225 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.5% 198 - 216 1944 $12 $864 SF 72 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 5.1% 7 - 16 764 $12 $432 SF 36 feet 2 2.7% - 3.1% 34 - 47 762 $12 $624 SF 52 feet 3 2.7% - 5.0% 64 - 144 763 $12 $3,840 SF 320 feet 2 4.6% - 8.0% 144 - 198 760 $12 $2,592 SF 216 feet 1 2.7% - 5.0% 216 - 313 761 $12 $4,656 SF 388 feet 2 $13,108.00 Total costs for ARLINGTON RIFLE RANGE ROAD starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 74 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 " x 48 " 1790 3971 $12 $12 JOB 1 feet 4 96 ft x 48 ft 3020 3972 $12 $12 JOB 1 feet 4 90 " x 48 " 3822 3973 $12 $12 JOB 1 feet 4 Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 1151 - 1154 126 $60 $180 LF 3 feet 1 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 23" 876 186 $100 $100 JOB 1 feet 1 26" 1372 187 $100 $400 JOB 4 feet 1 32" 858 - 907 188 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 16" 1016 342 $75 $75 JOB 1 feet 1 23" 1070 343 $75 $75 JOB 1 feet 1 12" - 27 " 1311 344 $75 $75 JOB 1 feet 1 29 " 1161 - 1184 345 $75 $75 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 75 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 18 " 1212 - 1232 346 $75 $75 JOB 1 feet 1 18" - 35" 3400 - 3422 347 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.1% 1438 - 1459 1831 $12 $1,008 SF 84 feet 1 8.7% 1522 - 1583 1832 $12 $2,928 SF 244 feet 2 6.5% 1605 - 1621 1833 $12 $768 SF 64 feet 2 3.5% 1718 - 1741 1834 $12 $624 SF 52 feet 3 12.1% 2844 - 2872 1835 $12 $1,344 SF 112 feet 1 8.1% 3068 - 3092 1836 $12 $1,152 SF 96 feet 2 11.7% 3144 - 3165 1837 $12 $1,008 SF 84 feet 1 11.6% 3174 - 3192 1838 $12 $864 SF 72 feet 1 16.5% 3362 - 3390 1839 $12 $1,344 SF 112 feet 1 9.1% 3478 - 3512 1840 $12 $1,632 SF 136 feet 1 16.6% 3634 - 3642 1841 $12 $384 SF 32 feet 1 13.7% 3668 - 3692 1842 $12 $1,152 SF 96 feet 1 11% 3722 - 3740 1843 $12 $864 SF 72 feet 1 11.5% 3798 - 3818 1844 $12 $960 SF 80 feet 1 11.5% 3828 - 3844 1845 $12 $768 SF 64 feet 1 4.1% 3910 - 3934 1846 $12 $1,152 SF 96 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7 % - 4.6 % 0 - 48 623 $12 $2,304 SF 192 feet 3 2.4 % - 3.9 % 129 - 138 627 $12 $432 SF 36 feet 3 2.4 % - 3.4 % 426 - 431 654 $12 $240 SF 20 feet 3 2.4 % - 2.6 % 556 - 565 655 $12 $432 SF 36 feet 3 2.4 % - 3.4 % 597 - 614 656 $12 $816 SF 68 feet 3 2.4% - 2.6% 642 - 653 657 $12 $48 SF 4 feet 4 3.0 % - 3.4 % 939 - 952 658 $12 $624 SF 52 feet 3 2.2 % - 2.9 % 972 - 989 659 $12 $816 SF 68 feet 3 2.6 % - 3.5 % 1053 - 1065 624 $12 $576 SF 48 feet 3 3.4 % - 3.7 % 1113 - 1121 625 $12 $384 SF 32 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 76 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.9 % - 3.4 % 1114 - 1125 626 $12 $528 SF 44 feet 3 2.9 % - 5.0 % 1300 - 1333 628 $12 $1,584 SF 132 feet 2 2.2 % - 5.0 % 1345 - 1423 629 $12 $3,744 SF 312 feet 2 2.7 % - 3.5 % 1481 - 1489 630 $12 $384 SF 32 feet 3 3.4 % - 4.9% 1621 - 1659 631 $12 $1,824 SF 152 feet 2 2.7 % - 3.0% 1754 - 1764 632 $12 $480 SF 40 feet 3 2.4 % - 4.0% 1812 - 1845 633 $12 $1,536 SF 128 feet 3 3.5 % - 3.6 % 2199 - 2208 634 $12 $192 SF 16 feet 3 2.8 % - 4.7 % 2217 - 2250 635 $12 $1,584 SF 132 feet 3 3.2 % - 3.4 % 2552 - 2562 636 $12 $480 SF 40 feet 3 2.4 % - 5.2 % 2578 - 2594 637 $12 $720 SF 60 feet 2 2.4 % - 4.3 % 2700 - 2716 638 $12 $768 SF 64 feet 3 2.3 % - 2.9 % 2732 - 2752 639 $12 $960 SF 80 feet 3 2.2 % - 4.3 % 2780 - 2792 640 $12 $576 SF 48 feet 3 2.4 % - 4.3 % 2806 - 2844 641 $12 $1,824 SF 152 feet 3 3.2 % - 3.2 % 2882 - 2886 642 $12 $192 SF 16 feet 3 2.4% 2914 - 2918 643 $12 $192 SF 16 feet 4 2.2 % - 5.6% 2996 - 3014 644 $12 $864 SF 72 feet 1 2.2 % - 4.2 % 3024 - 3060 645 $12 $1,632 SF 136 feet 3 2.7 % - 2.9 % 3092 - 4000 646 $12 $384 SF 32 feet 3 2.9 % - 3.73% 3230 - 3290 647 $12 $2,880 SF 240 feet 3 2.7% - 3.9 % 3320 - 3362 648 $12 $2,016 SF 168 feet 3 2.3 % - 4.7% 3413 - 3594 649 $12 $8,688 SF 724 feet 3 6.8 % - 6.9 % 3624 - 3634 650 $12 $480 SF 40 feet 1 3.8 % - 6.8 % 3692 - 3722 651 $12 $1,440 SF 120 feet 1 7.5 % - 11.4 % 3740 - 3800 652 $12 $2,880 SF 240 feet 1 2.7 % - 3.8 % 3844 - 3865 653 $12 $1,008 SF 84 feet 3 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 4 18" 2073 - 2760 3635 $45 $30,915 LF 687 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 77 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3650 $12 $300 SF 25 feet 4 4" x 4" 600 3651 $12 $300 SF 25 feet 4 4" x 4" 800 3667 $12 $300 SF 25 feet 4 4" x 4" 1000 3652 $12 $300 SF 25 feet 4 4" x 4" 1200 3653 $12 $300 SF 25 feet 4 4" x 4" 1400 3654 $12 $300 SF 25 feet 4 4" x 4" 1600 3655 $12 $300 SF 25 feet 4 4" x 4" 1800 3656 $12 $300 SF 25 feet 4 4" x 4" 2000 3657 $12 $300 SF 25 feet 4 4" x 4" 2200 3658 $12 $300 SF 25 feet 4 4" x 4" 2400 3659 $12 $300 SF 25 feet 4 4" x 4" 2600 3660 $12 $300 SF 25 feet 4 4" x 4" 2800 3661 $12 $300 SF 25 feet 4 4" x 4" 3000 3662 $12 $300 SF 25 feet 4 4" x 4" 3200 3663 $12 $300 SF 25 feet 4 4" x 4" 3400 3664 $12 $300 SF 25 feet 4 4" x 4" 3600 3665 $12 $300 SF 25 feet 4 4" x 4" 3800 3666 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 79.5 AFF 27 3877 $100 $100 JOB 1 feet 4 28" 3529 3878 $100 $100 JOB 1 feet 3 33" 3500 - 3542 3879 $100 $100 JOB 1 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 78 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 75" 2647 3900 $75 $75 JOB 1 feet 4 24" 3020 3898 $75 $75 JOB 1 feet 3 70" 3413 3967 $75 $75 JOB 1 feet 3 40" 3768 3899 $75 $75 JOB 1 feet 3 66" 3652 - 3676 3901 $75 $75 JOB 1 feet 4 29" 3705 - 3722 3902 $75 $75 JOB 1 feet 3 39" 3740 - 3796 3903 $75 $75 JOB 1 feet 3 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create a leading edge of a guardrail or barrier a a location of 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 29" 3512 - 3522 3964 $400 $400 1 feet 3 25" 3529 - 3554 3965 $400 $400 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5 " 252 2686 $25 $100 SF 4 feet 3 0.5 " 556 2687 $25 $100 SF 4 feet 3 0.25" 939 2688 $25 $100 SF 4 feet 4 0.75" 1235 2689 $25 $100 SF 4 feet 2 1.5 " 1679 2690 $25 $100 SF 4 feet 2 1.5 " 1718 2691 $25 $100 SF 4 feet 2 29 " 3255 2692 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 79 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 419 3299 $25 $100 SF 4 feet 2 2 " 1797 3300 $25 $100 SF 4 feet 1 1.25" 2700 3301 $25 $100 SF 4 feet 1 0.75" 3060 3302 $25 $100 SF 4 feet 2 11.5 " 3768 3303 $25 $100 SF 4 feet 1 30" x 21" 1082 - 1103 3304 $25 $100 SF 4 feet 1 13ft x 30" 1138 - 1151 3305 $25 $100 SF 4 feet 1 22" x 30 " 1265 - 1289 3306 $25 $100 SF 4 feet 1 6 ft x 1ft 3014 - 3020 3307 $25 $100 SF 4 feet 1 3.5" 3103 - 3108 3308 $25 $100 SF 4 feet 1 35 " 3749 - 3762 3309 $25 $100 SF 4 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.75 " 2366 3628 REF feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 4 ft x 4 ft 2898 - 2902 2592 $10 $160 SF 16 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 80 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CLUB VIEW DRIVE Street Intersection Number Starting Street 0A0008 . CLVIDR 0A0008-CLVIDR-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 4" x 7" 2366 - 2373 2654 $12 $336 SF 28 feet 3 4" x 4" 2471 - 2475 2655 $12 $192 SF 16 feet 3 $106,158.00 Total costs for ARLINGTON CLUB VIEW DRIVE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 81 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0A0125 0A0013-0A0125-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 ft x 48 ft 2356 3975 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 26" 854 192 $100 $100 JOB 1 feet 1 29.5" 1023 193 $100 $100 JOB 1 feet 1 32.5" 1026 194 $100 $100 JOB 1 feet 1 30" 1185 195 $100 $100 JOB 1 feet 1 39" 1742 196 $100 $100 JOB 1 feet 2 23.5" 2021 197 $100 $100 JOB 1 feet 1 27" 2072 198 $100 $100 JOB 1 feet 1 22.5 " 2125 199 $100 $100 JOB 1 feet 1 41" 2278 200 $100 $100 JOB 1 feet 2 40" 2356 201 $100 $100 JOB 1 feet 2 30" 2409 202 $100 $100 JOB 1 feet 1 36" 1435 - 1463 203 $100 $100 JOB 1 feet 2 40" 2356 - 2380 204 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 42 " 1096 - 1131 348 $75 $75 JOB 1 feet 2 43" 1252 - 1290 349 $75 $2,850 JOB 38 feet 2 33 " 1370 - 1412 350 $75 $75 JOB 1 feet 1 27 " 1560 - 1571 351 $75 $75 JOB 1 feet 1 23 " 1597 - 1629 352 $75 $75 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 82 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0A0125 0A0013-0A0125-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 37 " 1838 - 1860 353 $75 $75 JOB 1 feet 2 40 " 2125 - 2134 355 $75 $75 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04BREF R301.3.1 1133B.7.1 TBD 4.2.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 42 " 2154 - 2172 611 REF feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.5% 809 - 824 1874 $12 $720 SF 60 feet 1 3.7% 1001 - 1019 1847 $12 $864 SF 72 feet 3 7% 1032 - 1055 1848 $12 $1,104 SF 92 feet 2 7.6% 1076 - 1092 1849 $12 $768 SF 64 feet 2 5.5% 1138 - 1156 1850 $12 $864 SF 72 feet 2 2.3% 1193 - 1212 1851 $12 $912 SF 76 feet 4 4.1% 1295 - 1313 1852 $12 $864 SF 72 feet 3 10% 1326 - 1342 1853 $12 $768 SF 64 feet 1 7.4% 1417 - 1435 1854 $12 $864 SF 72 feet 2 10.2% 1480 - 1488 1855 $12 $384 SF 32 feet 1 4.5% 1571 - 1594 1856 $12 $1,104 SF 92 feet 3 20.1% 1676 - 1694 1858 $12 $864 SF 72 feet 1 12.2% 1746 - 1763 1859 $12 $816 SF 68 feet 1 10.2% 1781 - 1800 1860 $12 $912 SF 76 feet 1 6.6% 1911 - 2018 1861 $12 $5,136 SF 428 feet 2 14.3% 1943 - 1962 1862 $12 $912 SF 76 feet 1 4.5% 2022 - 2040 1863 $12 $864 SF 72 feet 3 8.2% 2074 - 2094 1864 $12 $960 SF 80 feet 2 3.4% 2134 - 2154 1865 $12 $960 SF 80 feet 3 7% 2189 - 2210 1866 $12 $1,008 SF 84 feet 2 9.8% 2290 - 2315 1867 $12 $1,200 SF 100 feet 1 2.7% 2386 - 2406 1868 $12 $960 SF 80 feet 4 2.5% 2422 - 2442 1869 $12 $960 SF 80 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 83 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0A0125 0A0013-0A0125-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 23.5" 771 - 803 684 $12 $3,744 SF 312 feet 3 4.3% - 5.8% 869 - 917 685 $12 $2,304 SF 192 feet 1 3.0% - 4.6% 936 - 962 688 $12 $1,248 SF 104 feet 2 3.7% 968 - 980 689 $12 $576 SF 48 feet 3 3.1% - 3.3% 1056 - 1076 661 $12 $960 SF 80 feet 3 2.4% - 3.0% 1160 - 1180 662 $12 $960 SF 80 feet 3 3.8% 1212 - 1215 664 $12 $144 SF 12 feet 3 3.8% - 6.6% 1396 - 1417 665 $12 $1,008 SF 84 feet 1 3.8% 1435 - 1441 666 $12 $288 SF 24 feet 3 2.7% - 3.4% 1494 - 1515 667 $12 $1,008 SF 84 feet 3 2.4% - 7.0% 1710 - 1741 668 $12 $1,488 SF 124 feet 1 2.2% - 6.7% 1763 - 1781 669 $12 $864 SF 72 feet 1 2.2% - 4.3% 1813 - 1882 670 $12 $3,312 SF 276 feet 3 2.4% - 2.7% 2098 - 2117 673 $12 $912 SF 76 feet 4 2.4% - 4.2% 2251 - 2290 674 $12 $1,872 SF 156 feet 3 3.2% - 4.2% 2315 - 2341 675 $12 $1,248 SF 104 feet 3 4.4% - 10% 2451 - 2470 676 $12 $912 SF 76 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 2.25" 869 2665 $100 $100 JOB 1 feet 1 0.5" - 2.0" 1978 - 1990 2666 $100 $100 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 84 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0A0125 0A0013-0A0125-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 800 3671 $12 $300 SF 25 feet 4 4" x 4" 1000 3672 $12 $300 SF 25 feet 4 4" x 4" 1200 3673 $12 $300 SF 25 feet 4 4" x 4" 1400 3674 $12 $300 SF 25 feet 4 4" x 4" 2000 3675 $12 $300 SF 25 feet 4 4" x 4" 2200 3676 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 43" 2154 3904 $75 $75 JOB 1 feet 3 70 " 1609 - 1643 3905 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 1531 2695 $25 $100 SF 4 feet 4 0.25" - 0.5" 1887 2696 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.0" 1674 3314 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 85 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0A0125 0A0013-0A0125-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 9" 1676 3315 $25 $100 SF 4 feet 1 9" 1694 3316 $25 $100 SF 4 feet 1 $54,878.00 Total costs for ARLINGTON CUTTING BOULEVARD starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 86 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0B0016 0A0013-0B0016-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 27.5" 307 189 $100 $100 JOB 1 feet 1 32 " 741 190 $100 $100 JOB 1 feet 1 26 " 742 191 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 23.8% 644 - 666 1871 $12 $1,056 SF 88 feet 1 14.1% 687 - 703 1872 $12 $768 SF 64 feet 1 2.5% 750 - 767 1873 $12 $816 SF 68 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.8% 20 - 51 672 $12 $1,488 SF 124 feet 3 2.3% - 2.5% 72 - 82 683 $12 $480 SF 40 feet 3 2.5% - 3.3% 93 - 203 687 $12 $5,280 SF 440 feet 3 2.2% - 2.8% 268 - 288 677 $12 $960 SF 80 feet 3 2.3% - 3.3% 410 - 454 678 $12 $2,112 SF 176 feet 3 no dimensions 490 - 514 679 $12 $1,152 SF 96 feet 1 7.3% - 15% 636 - 644 680 $12 $384 SF 32 feet 1 3.3% - 4.4% 673 - 687 681 $12 $672 SF 56 feet 3 2.3% - 2.6% 703 - 717 682 $12 $672 SF 56 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 87 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0B0016 0A0013-0B0016-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 2.5" 553 - 570 2667 $100 $100 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3669 $12 $300 SF 25 feet 4 4" x 4" 400 3670 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 33" 477 3880 $100 $100 JOB 1 feet 3 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 458 3953 $400 $400 JOB 1 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 88 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0013 . 0B0016 0A0013-0B0016-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 336 2693 $25 $100 SF 4 feet 4 0.25" - 0.5" 349 2694 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 367 3310 $25 $100 SF 4 feet 3 1" 469 3311 $25 $100 SF 4 feet 1 0.75" 506 3312 $25 $100 SF 4 feet 2 0.75" 514 3313 $25 $100 SF 4 feet 2 $17,940.00 Total costs for ARLINGTON CUTTING BOULEVARD starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 89 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side SCENIC STREET Street Intersection Number Starting Street 0A0013 . 0B0111 0A0013-0B0111-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 120 132 $60 $7,200 LF 120 feet 1 no sidewalk 134 - 182 135 $60 $2,880 LF 48 feet 1 no sidewalk 464 - 540 136 $60 $4,560 LF 76 feet 1 no sidewalk 586 - 666 137 $60 $4,800 LF 80 feet 1 no sidewalk 765 - 899 138 $60 $8,040 LF 134 feet 1 no sidewalk 922 - 1031 139 $60 $6,540 LF 109 feet 1 no sidewalk 1055 - 1237 133 $60 $10,920 LF 182 feet 1 no sidewalk 1267 - 1422 134 $60 $9,300 LF 155 feet 1 Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 734 - 740 161 $60 $360 LF 6 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36 " 300 - 346 369 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.5% 120 - 134 1946 $12 $672 SF 56 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 90 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side SCENIC STREET Street Intersection Number Starting Street 0A0013 . 0B0111 0A0013-0B0111-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 12.2% 190 - 214 1948 $12 $1,152 SF 96 feet 1 13.4% 280 - 300 1949 $12 $960 SF 80 feet 1 13.3% 346 - 364 1950 $12 $864 SF 72 feet 1 15.3% 410 - 426 1951 $12 $768 SF 64 feet 1 6.4% 540 - 556 1952 $12 $768 SF 64 feet 2 6.5% 556 - 586 1953 $12 $1,440 SF 120 feet 2 8.1% 716 - 734 1954 $12 $864 SF 72 feet 2 13.8% 740 - 765 1955 $12 $1,200 SF 100 feet 1 22.5% 900 - 922 1956 $12 $1,056 SF 88 feet 1 22.9% 1031 - 1055 1945 $12 $1,152 SF 96 feet 1 10.8% 1237 - 1267 1947 $12 $1,440 SF 120 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1% 200 - 220 766 $12 $960 SF 80 feet 3 4.7% - 5.8% 270 - 280 767 $12 $480 SF 40 feet 2 3.0% - 5.4% 300 - 346 768 $12 $2,208 SF 184 feet 2 3.0% - 3.7% 374 - 390 769 $12 $768 SF 64 feet 3 2.4% - 2.8% 692 - 694 770 $12 $96 SF 8 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3701 $12 $300 SF 25 feet 4 4" x 4" 400 3702 $12 $300 SF 25 feet 4 4" x 4" 600 3703 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 91 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side SCENIC STREET Street Intersection Number Starting Street 0A0013 . 0B0111 0A0013-0B0111-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 3 " 426 3629 REF feet 1 $72,423.00 Total costs for ARLINGTON SCENIC STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 92 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side LAGUNITAS AVENUE Street Intersection Number Starting Street 0A0014 . 080188 0A0014-080188-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 219 205 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.7% 59 - 81 1901 $12 $1,008 SF 84 feet 2 7.9% 196 - 213 1894 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% 10 703 $12 $480 SF 40 feet 4 3.7% 0 - 16 704 $12 $768 SF 64 feet 3 2.3% 51 - 59 718 $12 $384 SF 32 feet 3 2.4% - 2.7% 81 - 88 725 $12 $336 SF 28 feet 3 3.7% - 11.2% 100 - 112 706 $12 $576 SF 48 feet 1 2.4% - 6.8% 133 - 196 712 $12 $3,024 SF 252 feet 1 2.4% - 4.8% 213 - 289 714 $12 $3,504 SF 292 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 93 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side LAGUNITAS AVENUE Street Intersection Number Starting Street 0A0014 . 080188 0A0014-080188-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" - 2.5" 24 2698 $25 $100 SF 4 feet 1 $11,096.00 Total costs for ARLINGTON LAGUNITAS AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 94 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side LAGUNITAS AVENUE Street Intersection Number Starting Street 0A0014 . 090119 0A0014-090119-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 683 3977 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 20" 677 206 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 15.2% 167 - 186 1893 $12 $912 SF 76 feet 1 11.1% 233 - 256 1895 $12 $1,104 SF 92 feet 1 12.6% 390 - 412 1896 $12 $1,056 SF 88 feet 1 4.1% 464 - 476 1897 $12 $576 SF 48 feet 3 12.8% 500 - 518 1898 $12 $864 SF 72 feet 1 16.6% 566 - 578 1899 $12 $576 SF 48 feet 1 11.7% 580 - 602 1900 $12 $1,056 SF 88 feet 1 13.6% 630 - 640 1902 $12 $480 SF 40 feet 1 13.6% 687 - 708 1903 $12 $1,008 SF 84 feet 1 8.4 % - 12.5% 825 - 845 1904 $12 $960 SF 80 feet 1 10.9% 947 - 976 1905 $12 $1,392 SF 116 feet 1 6.6% 1082 - 1099 1887 $12 $816 SF 68 feet 2 14% 1142 - 1162 1888 $12 $960 SF 80 feet 1 5.9% 1188 - 1206 1889 $12 $864 SF 72 feet 2 6.4% 1241 - 1259 1890 $12 $864 SF 72 feet 2 8.2% 1275 - 1296 1891 $12 $1,008 SF 84 feet 2 12.2% 1324 - 1350 1892 $12 $1,248 SF 104 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 95 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side LAGUNITAS AVENUE Street Intersection Number Starting Street 0A0014 . 090119 0A0014-090119-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.1% - 8.1% 0 - 26 705 $12 $1,248 SF 104 feet 1 3.8% - 5.2% 26 - 167 716 $12 $6,768 SF 564 feet 2 2.8% - 3.3% 206 - 228 713 $12 $1,056 SF 88 feet 3 3.3% 256 - 262 715 $12 $288 SF 24 feet 3 3.7% - 4.8% 412 - 464 717 $12 $2,496 SF 208 feet 3 3.4% - 4.6% 526 - 540 719 $12 $672 SF 56 feet 3 3.4% - 5.3% 551 - 563 720 $12 $576 SF 48 feet 2 11.3% 563 - 566 721 $12 $144 SF 12 feet 1 5.4% - 6.0% 602 - 630 722 $12 $1,344 SF 112 feet 1 3.4% - 6.0% 640 - 687 723 $12 $2,256 SF 188 feet 1 2.3% - 5.9% 708 - 825 724 $12 $5,616 SF 468 feet 1 2.3 % - 5.5 % 845 - 945 726 $12 $4,800 SF 400 feet 1 2.2 % - 5.0 % 1011 - 1082 707 $12 $3,408 SF 284 feet 2 5.4 % - 9.6 % 1116 - 1042 708 $12 $1,248 SF 104 feet 1 4.3 % - 6.6 % 1162 - 1086 709 $12 $1,152 SF 96 feet 1 2.7 % - 4.9 % 1206 - 1241 710 $12 $1,680 SF 140 feet 2 4.2 % - 4.6 % 1259 - 1267 711 $12 $384 SF 32 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3682 $12 $300 SF 25 feet 4 4" x 4" 400 3683 $12 $300 SF 25 feet 4 4" x 4" 800 3684 $12 $300 SF 25 feet 4 4" x 4" 1000 3685 $12 $300 SF 25 feet 4 4" x 4" 1200 3686 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 96 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side LAGUNITAS AVENUE Street Intersection Number Starting Street 0A0014 . 090119 0A0014-090119-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 131 - 134 3318 $25 $100 SF 4 feet 2 $52,592.00 Total costs for ARLINGTON LAGUNITAS AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 97 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0014 . 0B0016 0A0014-0B0016-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 42" - 96" 56 3974 $12 $12 JOB 1 feet 2 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 42 " 0 - 61 167 $12 $2,928 SF 244 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 32 " 87 - 98 356 $75 $75 JOB 1 feet 1 23" - 30" 203 - 247 354 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.3% 61 - 82 1870 $12 $1,008 SF 84 feet 2 15.4% 98 - 117 1875 $12 $912 SF 76 feet 1 5.8% 164 - 172 1857 $12 $384 SF 32 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 98 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0014 . 0B0016 0A0014-0B0016-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.8% 0 - 61 660 $12 $2,928 SF 244 feet 3 6.7% - 11.9% 87 - 98 686 $12 $528 SF 44 feet 1 5.3% - 7.9% 117 - 164 663 $12 $2,256 SF 188 feet 1 2.7% - 6.3% 184 - 304 671 $12 $5,760 SF 480 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3668 $12 $300 SF 25 feet 4 $17,166.00 Total costs for ARLINGTON CUTTING BOULEVARD starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 99 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0016 . 080340 0A0016-080340-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 ft x 48 ft 1054 3983 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 28.5 " 117 227 $100 $100 JOB 1 feet 1 32 " 264 228 $100 $100 JOB 1 feet 1 42 " 385 229 $100 $100 JOB 1 feet 2 29 " 659 230 $100 $100 JOB 1 feet 1 29 " 814 231 $100 $100 JOB 1 feet 1 22 " 911 232 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 27 " - 33 " 356 - 374 370 $75 $75 JOB 1 feet 1 24 " 721 - 733 371 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 78 - 100 1970 $12 $1,056 SF 88 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 100 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0016 . 080340 0A0016-080340-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 18.5% 137 - 156 1962 $12 $912 SF 76 feet 1 7.3% 171 - 190 1963 $12 $912 SF 76 feet 2 3.5% 295 - 314 1964 $12 $912 SF 76 feet 3 5.2% 331 - 349 1965 $12 $864 SF 72 feet 2 4.1% 425 - 443 1966 $12 $864 SF 72 feet 3 4.9% 459 - 474 1967 $12 $720 SF 60 feet 3 4.4% 531 - 544 1968 $12 $624 SF 52 feet 3 7.7% 779 - 800 1969 $12 $1,008 SF 84 feet 2 7.9% 962 - 981 1971 $12 $912 SF 76 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 5.7% 0 - 33 779 $12 $1,584 SF 132 feet 2 3.4% - 5.2% 51 - 78 792 $12 $1,296 SF 108 feet 1 2.3% - 4.3% 100 - 137 780 $12 $1,776 SF 148 feet 3 2.2% - 4.6% 156 - 171 781 $12 $720 SF 60 feet 3 3.7% 190 - 194 782 $12 $192 SF 16 feet 3 2.4% - 3.0% 224 - 234 783 $12 $480 SF 40 feet 3 2.5% - 2.7% 245 - 251 784 $12 $288 SF 24 feet 3 3.4% - 4.7% 265 - 295 785 $12 $1,440 SF 120 feet 3 3.1% - 3.7% 314 - 323 786 $12 $432 SF 36 feet 3 2.4% - 4.6% 341 - 360 787 $12 $912 SF 76 feet 3 2.4% - 2.7% 364 - 374 788 $12 $480 SF 40 feet 4 4.1% 388 - 395 789 $12 $336 SF 28 feet 3 4.8% 452 - 459 790 $12 $336 SF 28 feet 3 2.4% 505 - 513 791 $12 $384 SF 32 feet 4 3.1% - 9% 528 - 531 793 $12 $144 SF 12 feet 1 2.8% - 4.6% 556 - 569 794 $12 $624 SF 52 feet 3 2.5% - 3.9% 578 - 589 795 $12 $528 SF 44 feet 3 2.8% - 4.7% 610 - 635 796 $12 $1,200 SF 100 feet 3 2.4% - 3.7% 653 - 687 797 $12 $1,632 SF 136 feet 3 2.3% - 4.7% 800 - 824 798 $12 $1,152 SF 96 feet 3 2.6% - 3.0% 891 - 898 799 $12 $336 SF 28 feet 3 2.2% - 3.0% 914 - 967 800 $12 $2,544 SF 212 feet 3 2.7% - 6.1% 982 - 1015 801 $12 $1,584 SF 132 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 101 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0016 . 080340 0A0016-080340-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 4 " 33 2668 $100 $100 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3704 $12 $300 SF 25 feet 4 4" x 4" 700 3705 $12 $300 SF 25 feet 4 4" x 4" 900 3706 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 79.5" 643 3881 $100 $100 JOB 1 feet 4 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 70.5 " 285 3957 $400 $400 JOB 1 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 102 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0016 . 080340 0A0016-080340-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 " 576 2701 $25 $100 SF 4 feet 4 0.5 " 812 2702 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 71 3322 $25 $100 SF 4 feet 1 lid 4" drop 385 3323 $25 $100 SF 4 feet 1 1" 481 3324 $25 $100 SF 4 feet 1 2 " 522 3325 $25 $100 SF 4 feet 1 $32,046.00 Total costs for ARLINGTON TAMALPAIS AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 103 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BARRETT AVENUE Street Intersection Number Starting Street 0A0016 . 0A0053 0A0016-0A0053-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02BREF R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 1 " 290 165 REF feet 1 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 0 - 2 185 $100 $100 JOB 1 feet 1 25" 131 180 $100 $100 JOB 1 feet 1 19" 286 181 $100 $100 JOB 1 feet 1 0 440 182 $100 $100 JOB 1 feet 1 30" 590 183 $100 $100 JOB 1 feet 1 26" 593 184 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 29 " - 31 " 327 - 374 338 $75 $75 JOB 1 feet 1 27 " 385 - 392 339 $75 $75 JOB 1 feet 1 no dimensions 435 - 453 340 $75 $75 JOB 1 feet 1 45 " 593 - 620 341 $75 $75 JOB 1 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 104 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BARRETT AVENUE Street Intersection Number Starting Street 0A0016 . 0A0053 0A0016-0A0053-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12.2% 81 - 121 1827 $12 $1,920 SF 160 feet 1 16.6% 219 - 234 1820 $12 $720 SF 60 feet 1 6.1% 240 - 253 1821 $12 $624 SF 52 feet 2 7.9% 290 - 308 1822 $12 $864 SF 72 feet 2 7.3% 374 - 385 1823 $12 $528 SF 44 feet 2 12.6% 392 - 404 1824 $12 $576 SF 48 feet 1 10.2% 482 - 492 1825 $12 $480 SF 40 feet 1 12.3% 497 - 517 1826 $12 $960 SF 80 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1 % - 5.3 % 4 - 77 618 $12 $3,552 SF 296 feet 2 2.2 % - 4.1 % 272 - 290 616 $12 $864 SF 72 feet 3 2.5 % - 4.6 % 323 - 358 617 $12 $1,680 SF 140 feet 3 3.3% 404 - 419 619 $12 $720 SF 60 feet 3 2.5 % - 3.3 % 415 - 438 620 $12 $1,104 SF 92 feet 3 2.4 % - 3.3 % 517 - 541 621 $12 $1,152 SF 96 feet 3 3.3 % - 4.9 % 600 - 676 622 $12 $3,648 SF 304 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3647 $12 $300 SF 25 feet 4 4" x 4" 400 3649 $12 $300 SF 25 feet 4 4" x 4" 600 3648 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 105 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side BARRETT AVENUE Street Intersection Number Starting Street 0A0016 . 0A0053 0A0016-0A0053-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 75" 590 3897 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5 " 53 2684 $25 $100 SF 4 feet 3 0.5 " 56 2685 $25 $100 SF 4 feet 3 $21,467.00 Total costs for ARLINGTON BARRETT AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 106 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side ALTA VISTA DRIVE Street Intersection Number Starting Street 0A0017 . 080001 0A0017-080001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 31" - 37" 108 - 196 337 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12.8% 65 - 85 1816 $12 $960 SF 80 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8 % - 4.0 % 0 - 8 614 $12 $384 SF 32 feet 3 3.2 % - 5.1 % 130 613 $12 $48 SF 4 feet 2 9.3% 85 - 90 615 $12 $240 SF 20 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1 " - 3.25 " 50 - 65 2664 $100 $100 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 107 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side ALTA VISTA DRIVE Street Intersection Number Starting Street 0A0017 . 080001 0A0017-080001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 69 " 6 - 23 3896 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5 " 13 2682 $25 $100 SF 4 feet 3 0.5 " 98 - 158 2683 $25 $6,000 SF 240 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" - 3.75" 0 - 20 3298 $25 $100 SF 4 feet 1 1.5 " 40 3294 $25 $100 SF 4 feet 1 0.75" 90 3295 $25 $100 SF 4 feet 2 1.25 " 97 3296 $25 $100 SF 4 feet 1 0.75" 146 3297 $25 $100 SF 4 feet 2 $8,482.00 Total costs for ARLINGTON ALTA VISTA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 108 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side DEL MONTE AVENUE Street Intersection Number Starting Street 0A0017 . 080089 0A0017-080089-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 16" - 30" 676 - 723 357 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 14% 23 - 42 1876 $12 $912 SF 76 feet 1 2.7% 244 - 272 1877 $12 $1,344 SF 112 feet 4 3% 272 - 292 1878 $12 $960 SF 80 feet 3 5.7% 517 - 536 1879 $12 $912 SF 76 feet 2 3.3% 632 - 644 1880 $12 $576 SF 48 feet 3 16.6% 647 - 676 1881 $12 $1,392 SF 116 feet 1 25.4% 731 - 742 1882 $12 $528 SF 44 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 6.9% 112 - 161 690 $12 $2,352 SF 196 feet 1 3.4% - 5.5% 179 - 244 691 $12 $3,120 SF 260 feet 1 2.7% - 3.5% 328 - 344 692 $12 $768 SF 64 feet 3 2.5% - 3.5% 391 - 398 693 $12 $336 SF 28 feet 3 2.7% - 6.3% 419 - 487 694 $12 $3,264 SF 272 feet 1 2.7% - 3.7% 537 - 551 695 $12 $672 SF 56 feet 3 2.8% - 2.9% 596 - 617 696 $12 $1,008 SF 84 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 109 May 2009 ---PAGE BREAK--- E ARLINGTON BOULEVARD Street Side DEL MONTE AVENUE Street Intersection Number Starting Street 0A0017 . 080089 0A0017-080089-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3677 $12 $300 SF 25 feet 4 4" x 4" 400 3678 $12 $300 SF 25 feet 4 4" x 4" 600 3679 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 596 2697 $25 $100 SF 4 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 67x4 55 - 112 2593 $10 $2,280 SF 228 feet 3 $21,499.00 Total costs for ARLINGTON DEL MONTE AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 110 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side NORTH CITY LIMITS Street Intersection Number Starting Street 0A0017 . NOCILI 0A0017-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 50" 74 3980 $12 $12 JOB 1 feet 4 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.4% 10 - 22 1924 $12 $576 SF 48 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.3% - 8.0% 28 - 83 742 $12 $2,640 SF 220 feet 1 $3,228.00 Total costs for ARLINGTON NORTH CITY LIMITS starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 111 May 2009 ---PAGE BREAK--- W ARLINGTON BOULEVARD Street Side NORTH CITY LIMITS Street Intersection Number Starting Street 0A0017 . NOCILI 0A0017-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $809,713.00 Total costs for ARLINGTON BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 112 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0028 . 0A0172 0A0028-0A0172-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 3.3% 0 - 55 881 $12 $2,640 SF 220 feet 3 2.2% - 2.4% 71 - 86 879 $12 $720 SF 60 feet 4 2.9% 94 - 102 878 $12 $384 SF 32 feet 3 2.8% - 3.0% 152 - 167 880 $12 $720 SF 60 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 141 3335 $25 $100 SF 4 feet 2 1.25" 167 3336 $25 $100 SF 4 feet 1 1.25" 195 3337 $25 $100 SF 4 feet 1 $4,764.00 Total costs for ASHBURY AVENUE FAIRMOUNT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 113 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side LYNN AVENUE Street Intersection Number Starting Street 0A0028 . 0C0178 0A0028-0C0178-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3% 66 - 76 2018 $12 $480 SF 40 feet 3 2.4% 82 - 92 2017 $12 $480 SF 40 feet 4 2.8% 187 - 203 2026 $12 $768 SF 64 feet 4 3.3% 452 - 462 2019 $12 $480 SF 40 feet 3 3.1% 527 - 538 2021 $12 $528 SF 44 feet 3 3% 566 - 575 2016 $12 $432 SF 36 feet 3 2.4% 603 - 614 2022 $12 $528 SF 44 feet 4 3% 683 - 693 2020 $12 $480 SF 40 feet 3 3% 717 - 732 2025 $12 $720 SF 60 feet 3 4.4% 738 - 749 2023 $12 $528 SF 44 feet 3 2.6% 827 - 838 2024 $12 $528 SF 44 feet 4 2.8% 843 - 851 2014 $12 $384 SF 32 feet 4 2.6% 961 - 969 2015 $12 $384 SF 32 feet 4 3.7% 1033 - 1052 2027 $12 $912 SF 76 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 2.8% 135 - 159 909 $12 $1,152 SF 96 feet 3 2.8% - 2.9% 174 - 187 904 $12 $624 SF 52 feet 3 2.1% - 2.4% 228 - 246 905 $12 $864 SF 72 feet 4 4% 307 - 313 900 $12 $288 SF 24 feet 3 4.7% 328 - 333 899 $12 $240 SF 20 feet 3 3.0% - 4.4% 351 - 378 912 $12 $1,296 SF 108 feet 3 3% 378 - 388 903 $12 $480 SF 40 feet 3 3.0% - 3.1% 431 - 452 907 $12 $1,008 SF 84 feet 3 3.0% - 3.5% 462 - 494 916 $12 $1,536 SF 128 feet 3 3.1% 506 - 527 908 $12 $1,008 SF 84 feet 3 3.1% - 3.7% 538 - 566 913 $12 $1,344 SF 112 feet 3 3.1% - 3.7% 575 - 603 914 $12 $1,344 SF 112 feet 3 2.6% - 3.1% 693 - 717 910 $12 $1,152 SF 96 feet 3 4% 732 - 738 901 $12 $288 SF 24 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 114 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side LYNN AVENUE Street Intersection Number Starting Street 0A0028 . 0C0178 0A0028-0C0178-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.7% - 4.4% 749 - 807 917 $12 $2,784 SF 232 feet 3 3.5% - 5.1% 851 - 879 915 $12 $1,344 SF 112 feet 2 3.0% - 4.9% 928 - 953 911 $12 $1,200 SF 100 feet 3 2.3% - 2.4% 980 - 987 902 $12 $384 SF 32 feet 4 2.3% - 2.4% 1052 - 1072 906 $12 $960 SF 80 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 328 3339 $25 $100 SF 4 feet 1 2" 333 3340 $25 $100 SF 4 feet 1 $27,128.00 Total costs for ASHBURY AVENUE LYNN AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 115 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side ROCKWAY AVENUE Street Intersection Number Starting Street 0A0028 . 0C0257 0A0028-0C0257-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3% 76 - 89 2028 $12 $624 SF 52 feet 3 3% 981 - 1007 2029 $12 $768 SF 64 feet 3 7.7% 1158 - 1201 2030 $12 $2,064 SF 172 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.4% 25 - 32 922 $12 $336 SF 28 feet 4 2.4% - 4.5% 120 - 180 938 $12 $2,880 SF 240 feet 3 2.9% - 3.0% 190 - 260 940 $12 $3,360 SF 280 feet 3 3.4% - 5.1% 285 - 344 937 $12 $2,832 SF 236 feet 2 3.3% 384 - 405 930 $12 $1,008 SF 84 feet 3 2.1% - 3.3% 423 - 446 932 $12 $1,104 SF 92 feet 3 2.4% - 3.0% 464 - 530 939 $12 $3,168 SF 264 feet 3 2.1% - 2.8% 850 - 863 928 $12 $624 SF 52 feet 4 2.4% - 2.8% 901 - 912 927 $12 $528 SF 44 feet 4 2.3% - 3.8% 945 - 963 929 $12 $864 SF 72 feet 3 2.1% - 2.4% 974 - 981 923 $12 $336 SF 28 feet 4 3.7% 1007 - 1016 925 $12 $432 SF 36 feet 3 2.6% - 3.0% 1245 - 1282 936 $12 $1,776 SF 148 feet 3 2.6% 1370 - 1378 924 $12 $384 SF 32 feet 4 2.6% - 3.7% 1418 - 1449 934 $12 $1,488 SF 124 feet 3 2.3% 1480 - 1490 926 $12 $480 SF 40 feet 4 7.9% 1495 - 1508 4012 $12 $624 SF 52 feet 2 2.1% - 2.6% 1539 - 1560 931 $12 $1,008 SF 84 feet 4 2.4% - 5.2% 1613 - 1646 935 $12 $1,584 SF 132 feet 2 2.3% - 4.5% 1659 - 1686 933 $12 $1,296 SF 108 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 116 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side ROCKWAY AVENUE Street Intersection Number Starting Street 0A0028 . 0C0257 0A0028-0C0257-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 5.2% - 6.8% 1233 - 1245 2578 $12 $576 SF 48 feet 2 11.6% - 12.3% 1359 - 1370 2577 $12 $528 SF 44 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 1102 3341 $25 $100 SF 4 feet 1 1" 1238 3342 $25 $100 SF 4 feet 1 1/2" 1418 3343 $25 $100 SF 4 feet 3 $30,972.00 Total costs for ASHBURY AVENUE ROCKWAY AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 117 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side SOUTH CITY LIMITS Street Intersection Number Starting Street 0A0028 . XS0001 0A0028-XS0001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 41 - 60 2034 $12 $912 SF 76 feet 3 3.8% 105 - 113 2031 $12 $384 SF 32 feet 3 2.6% 181 - 192 2032 $12 $528 SF 44 feet 4 3.3% 410 - 425 2033 $12 $720 SF 60 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.4% 60 - 105 944 $12 $2,160 SF 180 feet 3 2.1% - 4.4% 113 - 181 945 $12 $3,264 SF 272 feet 3 2.1% - 3.0% 192 - 205 942 $12 $624 SF 52 feet 3 2.3% - 3.1% 239 - 277 943 $12 $1,824 SF 152 feet 3 2.3% - 2.6% 313 - 324 941 $12 $528 SF 44 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 18 3344 $25 $100 SF 4 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 0 - 5 2595 $10 $250 SF 25 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 118 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side SOUTH CITY LIMITS Street Intersection Number Starting Street 0A0028 . XS0001 0A0028-XS0001-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $11,294.00 Total costs for ASHBURY AVENUE SOUTH CITY LIMITS starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 119 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side A STREET Street Intersection Number Starting Street 0A0030 . 010001 0A0030-010001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 23 - 33 1986 $12 $480 SF 40 feet 3 2.8% 79 - 90 1989 $12 $528 SF 44 feet 4 3.5% 116 - 126 1987 $12 $480 SF 40 feet 3 3.1% 193 - 214 1993 $12 $1,008 SF 84 feet 3 3.7% 250 - 260 1988 $12 $480 SF 40 feet 3 3% 291 - 303 1990 $12 $576 SF 48 feet 3 3.3% 375 - 390 1992 $12 $720 SF 60 feet 3 4.4% 557 - 571 1991 $12 $672 SF 56 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 6.1% 303 837 $12 $14,544 SF 1212 feet 2 3.0% - 4.0% 7 - 23 831 $12 $768 SF 64 feet 3 2.4% 33 - 45 829 $12 $576 SF 48 feet 4 3.3% - 8.9% 53 - 66 830 $12 $624 SF 52 feet 1 6.5% 72 - 79 825 $12 $336 SF 28 feet 2 2.6% 90 - 100 826 $12 $480 SF 40 feet 4 3.3% - 5.8% 126 - 149 832 $12 $1,104 SF 92 feet 2 3.0% - 3.3% 239 - 250 828 $12 $528 SF 44 feet 3 2.1% - 2.6% 260 - 291 833 $12 $1,488 SF 124 feet 3 3.0% - 5.2% 443 - 490 836 $12 $2,256 SF 188 feet 2 3.0% - 4.2% 490 - 500 827 $12 $480 SF 40 feet 3 3.7% - 6.1% 513 - 557 835 $12 $2,112 SF 176 feet 2 3.7% - 7.3% 571 - 603 834 $12 $1,536 SF 128 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 120 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side A STREET Street Intersection Number Starting Street 0A0030 . 010001 0A0030-010001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 66 3327 $25 $100 SF 4 feet 1 1" 68 3328 $25 $100 SF 4 feet 1 0.75" 291 3329 $25 $100 SF 4 feet 2 $32,076.00 Total costs for ASHBURY AVENUE A STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 121 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side B STREET Street Intersection Number Starting Street 0A0030 . 010012 0A0030-010012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.3% 114 - 124 1995 $12 $480 SF 40 feet 3 3.3% 153 - 158 1994 $12 $240 SF 20 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 5.4% 0 - 60 841 $12 $2,880 SF 240 feet 2 2.1% - 2.6% 80 - 96 838 $12 $768 SF 64 feet 4 2.3% - 3.0% 124 - 153 839 $12 $1,392 SF 116 feet 3 4.2% - 4.7% 158 - 191 840 $12 $1,584 SF 132 feet 3 $7,344.00 Total costs for ASHBURY AVENUE B STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 122 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side C STREET Street Intersection Number Starting Street 0A0030 . 010037 0A0030-010037-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 69 - 77 1996 $12 $384 SF 32 feet 3 2.8% 138 - 146 1997 $12 $384 SF 32 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% 43 - 54 842 $12 $528 SF 44 feet 4 3.1% 77 - 90 843 $12 $624 SF 52 feet 3 2.6% - 3.8% 146 - 183 844 $12 $1,776 SF 148 feet 3 $3,696.00 Total costs for ASHBURY AVENUE C STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 123 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side CLAYTON AVENUE Street Intersection Number Starting Street 0A0033 . 020015 0A0033-020015-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4% 232 - 245 2001 $12 $624 SF 52 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% 0 - 12 851 $12 $576 SF 48 feet 4 2.4% 55 - 62 850 $12 $336 SF 28 feet 4 2.4% - 4.2% 88 - 100 852 $12 $576 SF 48 feet 3 2.6% 197 - 200 849 $12 $144 SF 12 feet 4 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 13.3% 225 - 227 2575 $12 $96 SF 8 feet 2 $2,352.00 Total costs for ASHBURY AVENUE CLAYTON AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 124 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0033 . 020044 0A0033-020044-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.9% 137 2006 $12 $6,576 SF 548 feet 3 2.4% 332 - 342 2003 $12 $480 SF 40 feet 4 3.1% 670 - 685 2005 $12 $720 SF 60 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% 18 - 29 857 $12 $528 SF 44 feet 4 2.4% 51 - 60 855 $12 $432 SF 36 feet 4 4.2% - 5.4% 71 - 114 874 $12 $2,064 SF 172 feet 2 6.8% - 7.5% 123 - 137 859 $12 $672 SF 56 feet 2 2.4% - 6.3% 148 - 165 863 $12 $816 SF 68 feet 2 3.3% - 4.5% 183 - 205 866 $12 $1,056 SF 88 feet 3 2.1% - 3.5% 223 - 296 877 $12 $3,504 SF 292 feet 3 2.6% - 3.0% 305 - 332 868 $12 $1,296 SF 108 feet 3 2.8% - 6.6% 363 - 396 870 $12 $1,584 SF 132 feet 2 2.1% - 3.8% 396 - 410 860 $12 $672 SF 56 feet 3 2.1% - 3.5% 430 - 466 871 $12 $1,728 SF 144 feet 3 2.1% - 3.8% 513 - 538 867 $12 $1,200 SF 100 feet 3 2.8% - 4.2% 555 - 599 875 $12 $2,112 SF 176 feet 3 3.0% - 4.7% 609 - 657 876 $12 $2,304 SF 192 feet 3 3.3% 685 - 690 853 $12 $240 SF 20 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 3 2594 $10 $120 SF 12 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 125 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0033 . 020044 0A0033-020044-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $28,104.00 Total costs for ASHBURY AVENUE EUREKA AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 126 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0033 . 0C0040 0A0033-0C0040-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.4% 205 - 217 2000 $12 $576 SF 48 feet 4 3% 424 - 434 1999 $12 $480 SF 40 feet 3 2.4% 494 - 502 1998 $12 $384 SF 32 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% 320 - 336 845 $12 $768 SF 64 feet 3 2.3% - 9.6% 358 - 403 848 $12 $2,160 SF 180 feet 1 2.1% - 3.0% 434 - 454 847 $12 $960 SF 80 feet 3 2.4% - 3.3% 475 - 494 846 $12 $912 SF 76 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 384 3330 $25 $100 SF 4 feet 1 $6,340.00 Total costs for ASHBURY AVENUE CENTRAL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 127 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0033 . 0C0157 0A0033-0C0157-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% 22 - 30 2008 $12 $384 SF 32 feet 4 2.3% 81 - 92 2011 $12 $528 SF 44 feet 4 3.3% 236 - 254 2013 $12 $864 SF 72 feet 3 2.8% 555 - 570 2012 $12 $720 SF 60 feet 4 3.1% 595 - 602 2007 $12 $336 SF 28 feet 3 3.3% 710 - 719 2009 $12 $432 SF 36 feet 3 2.3% 725 - 734 2010 $12 $432 SF 36 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 3.5% 0 - 22 895 $12 $1,056 SF 88 feet 3 2.3% - 3.8% 38 - 73 897 $12 $1,680 SF 140 feet 3 2.4% - 4.7% 121 - 162 898 $12 $1,968 SF 164 feet 3 2.1% - 3.7% 184 - 194 890 $12 $480 SF 40 feet 3 3.3% 202 - 213 893 $12 $528 SF 44 feet 3 2.8% 254 - 271 894 $12 $816 SF 68 feet 4 2.4% 433 - 443 891 $12 $480 SF 40 feet 4 2.6% - 3.0% 528 - 555 896 $12 $1,296 SF 108 feet 3 3.3% 734 - 744 892 $12 $480 SF 40 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 771 3338 $25 $100 SF 4 feet 2 $12,580.00 Total costs for ASHBURY AVENUE LINCOLN AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 128 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side HOTCHKISS AVENUE Street Intersection Number Starting Street 0A0037 . 020082 0A0037-020082-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 5.8% 35 - 125 884 $12 $4,320 SF 360 feet 1 2.3% - 4.7% 139 - 191 883 $12 $2,496 SF 208 feet 1 2.3% - 2.5% 360 - 420 885 $12 $2,880 SF 240 feet 3 2.3% - 8.0% 490 - 500 886 $12 $480 SF 40 feet 1 8.0% - 10.2% 500 - 514 887 $12 $672 SF 56 feet 1 5.2% 514 - 521 888 $12 $336 SF 28 feet 1 2.8% - 5.3% 533 - 541 889 $12 $384 SF 32 feet 1 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 125 2661 REF feet 3 150 2662 REF feet 3 $11,568.00 Total costs for ASHBURY AVENUE HOTCHKISS AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 129 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0037 . 0A0329 0A0037-0A0329-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus Stop boarding area has a slope greater than 1:48 in any direction and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63A R410.1.4 1131B.4 TBD 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required slope in any direction. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 4.2% 57 4008 $12 $12 JOB 1 feet 3 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 380 - 388 373 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 244 - 259 2038 $12 $720 SF 60 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8%-3.8% 0 - 33 947 $12 $1,584 SF 132 feet 3 7.2% 259 952 $12 $384 SF 32 feet 1 2.3%-2.5% 404 955 $12 $528 SF 44 feet 4 3.1% 49 - 57 959 $12 $384 SF 32 feet 3 2.3% 219 - 223 950 $12 $192 SF 16 feet 4 2.6%-3.8% 457 - 503 958 $12 $2,208 SF 184 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 130 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0037 . 0A0329 0A0037-0A0329-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 11.6% 267 2579 $12 $528 SF 44 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/4" 0 2704 $25 $100 SF 4 feet 4 1/2" 300 2705 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 259 3630 REF feet 1 $6,815.00 Total costs for ASHBURY AVENUE STOCKTON AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 131 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 40"-44" 5 - 266 169 $12 $12,528 SF 1044 feet 2 44"-47" 362 - 414 168 $12 $2,496 SF 208 feet 2 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 34" 5 238 $100 $100 JOB 1 feet 1 28" 208 236 $100 $100 JOB 1 feet 1 28" 362 237 $100 $100 JOB 1 feet 1 44" 517 239 $100 $100 JOB 1 feet 1 42" 676 242 $100 $100 JOB 1 feet 2 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04AREF R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 42" 692 335 $0 REF feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 29" 261 - 272 376 $75 $75 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 132 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04BREF R301.3.1 1133B.7.1 TBD 4.2.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30" 188 - 207 612 REF feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 13.7% 444 - 461 1795 $12 $816 SF 68 feet 1 12.3% 621 - 637 1796 $12 $768 SF 64 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.9% 80 - 100 2060 $12 $960 SF 80 feet 2 14.4% 240 - 256 2052 $12 $768 SF 64 feet 1 15.8% 324 - 343 2055 $12 $912 SF 76 feet 1 9.9% 492 - 511 2057 $12 $912 SF 76 feet 1 9.6% 544 - 564 2058 $12 $960 SF 80 feet 1 9.1% 606 - 621 2059 $12 $720 SF 60 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2%-2.8% 461 - 469 972 $12 $384 SF 32 feet 3 2.3%-2.6% 530 - 544 974 $12 $672 SF 56 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 133 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side WALDO LANE Street Intersection Number Starting Street 0A0040 . 020208 0A0040-020208-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.1%-2.9% 570 - 586 975 $12 $768 SF 64 feet 3 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 28"- 79" AFF 32 3958 $400 $400 JOB 1 feet 2 28" - 79" 692 3959 $400 $400 JOB 1 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/2" 324 2707 $25 $100 SF 4 feet 3 1/4" 691 2709 $25 $100 SF 4 feet 4 $25,239.00 Total costs for ASHBURY AVENUE WALDO LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 134 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side MOESER LANE Street Intersection Number Starting Street 0A0040 . 0A0246 0A0040-0A02046-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 220 145 $60 $13,200 LF 220 feet 1 no sidewalk 286 - 424 146 $60 $8,280 LF 138 feet 1 no sidewalk 445 - 523 147 $60 $4,680 LF 78 feet 1 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 270 234 $100 $100 JOB 1 feet 1 34" 574 235 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 32" 631 - 636 372 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11% 246 - 266 1792 $12 $960 SF 80 feet 1 5.8% 275 - 286 1793 $12 $528 SF 44 feet 2 4.9% 424 - 445 1794 $12 $1,008 SF 84 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 135 May 2009 ---PAGE BREAK--- W ASHBURY AVENUE Street Side MOESER LANE Street Intersection Number Starting Street 0A0040 . 0A0246 0A0040-0A02046-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3%-5.9% 220 - 241 918 $12 $1,008 SF 84 feet 2 2.2% 543 - 547 919 $12 $192 SF 16 feet 4 2.2%-2.6% 628 - 636 920 $12 $384 SF 32 feet 4 2.2%-3.0% 644 - 674 921 $12 $1,440 SF 120 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/4" 563 2703 $25 $100 SF 4 feet 4 $32,055.00 Total costs for ASHBURY AVENUE MOESER LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 136 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0040 . 0B0160 0A0040-0B0160-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 26" 629 - 655 374 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11.6% 71 - 93 2049 $12 $1,056 SF 88 feet 1 10.2% 145 - 168 2035 $12 $1,104 SF 92 feet 1 11.8% 200 - 223 2036 $12 $1,104 SF 92 feet 1 10.1% 223 - 243 2037 $12 $960 SF 80 feet 1 10.4% 277 - 297 2039 $12 $960 SF 80 feet 1 14.5% 348 - 368 2040 $12 $960 SF 80 feet 1 19.3% 385 - 404 2041 $12 $912 SF 76 feet 1 14.8% 427 - 446 2042 $12 $912 SF 76 feet 1 15.5% 456 - 476 2043 $12 $960 SF 80 feet 1 10.8% 503 - 521 2044 $12 $864 SF 72 feet 1 14.6% 559 - 580 2045 $12 $1,008 SF 84 feet 1 16.2% 580 - 595 2046 $12 $720 SF 60 feet 1 14.5% 614 - 629 2047 $12 $720 SF 60 feet 1 14.1% 655 - 670 2048 $12 $720 SF 60 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2%-2.7% 0 - 16 946 $12 $768 SF 64 feet 4 3.8%-4.5% 595 961 $12 $912 SF 76 feet 3 3.8%-4.7% 115 - 145 948 $12 $1,440 SF 120 feet 3 3.2%-3.6% 168 - 200 949 $12 $1,536 SF 128 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 137 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0040 . 0B0160 0A0040-0B0160-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.2%-2.4% 243 - 277 951 $12 $1,632 SF 136 feet 4 2.7%-3.6% 297 - 348 953 $12 $2,448 SF 204 feet 3 3.2%-3.6% 368 - 385 954 $12 $816 SF 68 feet 3 3.5%-4.4% 404 - 415 956 $12 $528 SF 44 feet 3 2.6% 446 - 456 957 $12 $480 SF 40 feet 3 2.3%-4.3% 521 - 559 960 $12 $1,824 SF 152 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 399 3712 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 1/4" 521 2706 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 452 3345 $25 $100 SF 4 feet 1 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 476 - 503 2656 $12 $1,296 SF 108 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 138 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0040 . 0B0160 0A0040-0B0160-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $27,215.00 Total costs for ASHBURY AVENUE STOCKTON AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 139 May 2009 ---PAGE BREAK--- E ASHBURY AVENUE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0A0040 . 0B0160 0A0040-0B0160-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $269,542.00 Total costs for ASHBURY AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 140 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side CARQUINEZ AVENUE Street Intersection Number Starting Street 0A0053 . 080061 0A0053-080061-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 " x 48 " 44 3985 $12 $12 JOB 1 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 3.1% 176 - 198 989 $12 $1,056 SF 88 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 198 - 201 2596 $10 $120 SF 12 feet 3 $1,188.00 Total costs for BARRETT AVENUE CARQUINEZ AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 141 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side LA HONDA AVENUE Street Intersection Number Starting Street 0A0053 . 080202 0A0053-080202-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40 " 110 245 $100 $100 JOB 1 feet 2 40 " 216 246 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 21.7% 46 - 64 2076 $12 $864 SF 72 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 4.3% 0 - 8 1008 $12 $384 SF 32 feet 3 5.6% - 10.7% 64 - 103 1011 $12 $1,872 SF 156 feet 1 3.5% 123 - 128 1009 $12 $240 SF 20 feet 3 6.2% - 9.0% 160 - 179 1010 $12 $912 SF 76 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3719 $12 $300 SF 25 feet 4 $4,772.00 Total costs for BARRETT AVENUE LA HONDA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 142 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side MONTA VISTA AVENUE Street Intersection Number Starting Street 0A0053 . 080260 0A0053-080260-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 6.5% 0 - 100 1020 $12 $4,800 SF 400 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 81 2715 $25 $100 SF 4 feet 4 $4,900.00 Total costs for BARRETT AVENUE MONTA VISTA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 143 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0053 . 080340 0A0053-080340-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x12 289 3989 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 10" 222 251 $100 $100 JOB 1 feet 1 22" 289 252 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 41" 20 - 120 394 $75 $75 JOB 1 feet 2 36" 130 - 144 392 $75 $75 JOB 1 feet 2 36" 168 - 177 393 $75 $75 JOB 1 feet 2 24" 214 - 313 395 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.8% 120 - 130 2084 $12 $480 SF 40 feet 2 5.3% 144 - 163 2085 $12 $912 SF 76 feet 2 9.1% 313 - 338 2086 $12 $1,200 SF 100 feet 1 11% 366 - 389 2087 $12 $1,104 SF 92 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 144 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0053 . 080340 0A0053-080340-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3 0 - 6 1025 $12 $288 SF 24 feet 3 2.8% - 3.7% 36 - 48 1030 $12 $576 SF 48 feet 3 6.7% - 7.0% 130 - 144 1026 $12 $672 SF 56 feet 1 2.2% 190 - 262 1028 $12 $3,456 SF 288 feet 4 3.2% - 3.6% 338 - 366 1029 $12 $1,344 SF 112 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3721 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 85 2717 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 48 3349 $25 $100 SF 4 feet 1 $11,044.00 Total costs for BARRETT AVENUE TAMALPAIS AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 145 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side TASSAJARA AVENUE Street Intersection Number Starting Street 0A0053 . 080351 0A0053-080351-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 5.8% 0 - 151 1032 $12 $7,248 SF 604 feet 1 $7,248.00 Total costs for BARRETT AVENUE TASSAJARA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 146 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TASSAJARA AVENUE Street Intersection Number Starting Street 0A0053 . 080351 0A0053-080351-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level of 1/4 inch or less at pedestrian access route are spaced less than 30 inches apart. • As-Built Description: Distance from Corner ID # PR25A R301.5.2 TBD 4.5.2 PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface to create level surface. Abrupt Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 77 2681 $25 $25 SF 1 feet 4 Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 538 3990 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 29" 56 253 $100 $100 JOB 1 feet 1 21" 209 254 $100 $100 JOB 1 feet 1 24" 340 255 $100 $100 JOB 1 feet 1 27" 458 256 $100 $100 JOB 1 feet 1 28" 517 257 $100 $100 JOB 1 feet 1 35" 538 258 $100 $100 JOB 1 feet 2 27" 582 259 $100 $100 JOB 1 feet 1 29" 697 260 $100 $100 JOB 1 feet 1 27" 800 261 $100 $100 JOB 1 feet 1 29" 910 262 $100 $100 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 147 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TASSAJARA AVENUE Street Intersection Number Starting Street 0A0053 . 080351 0A0053-080351-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 582 - 611 396 $75 $75 JOB 1 feet 1 12" 759 - 764 397 $75 $75 JOB 1 feet 1 32" 782 - 797 398 $75 $75 JOB 1 feet 1 36" 806 - 819 399 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.6% 214 - 246 2088 $12 $1,536 SF 128 feet 1 3.8% 443 - 455 2089 $12 $576 SF 48 feet 3 8.4% 611 - 635 2090 $12 $1,152 SF 96 feet 2 8.6% 667 - 690 2091 $12 $1,104 SF 92 feet 2 9.8% 724 - 743 2092 $12 $912 SF 76 feet 1 8% 764 - 782 2093 $12 $864 SF 72 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 6.1% 28 - 214 1034 $12 $8,928 SF 744 feet 1 4.3% - 6.2% 246 - 277 1033 $12 $1,488 SF 124 feet 1 2.9% - 3.3% 411 - 432 1035 $12 $1,008 SF 84 feet 3 3.2% - 6.8% 474 - 553 1036 $12 $3,792 SF 316 feet 1 2.8% - 7.5% 828 - 902 1037 $12 $3,552 SF 296 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 148 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TASSAJARA AVENUE Street Intersection Number Starting Street 0A0053 . 080351 0A0053-080351-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 4.0" 337 - 349 2670 $100 $100 JOB 1 feet 1 0.5" - 3.0" 370 - 372 2671 $100 $100 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3722 $12 $300 SF 25 feet 4 4" x 4" 400 3723 $12 $300 SF 25 feet 4 4" x 4" 600 3724 $12 $300 SF 25 feet 4 4" x 4" 800 3725 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 68 2718 $25 $100 SF 4 feet 4 0.25" - 0.50" 340 2719 $25 $100 SF 4 feet 4 0.25" - 0.50" 349 2720 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.5" 48 3350 $25 $100 SF 4 feet 1 1" 214 3351 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 149 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TASSAJARA AVENUE Street Intersection Number Starting Street 0A0053 . 080351 0A0053-080351-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25" - 0.50" 246 3352 $25 $100 SF 4 feet 4 0.75" 299 3353 $25 $100 SF 4 feet 2 2" 361 3354 $25 $100 SF 4 feet 1 1" 394 3355 $25 $100 SF 4 feet 1 1.0" 520 3356 $25 $100 SF 4 feet 1 0.75" 903 3357 $25 $100 SF 4 feet 2 74" 89 - 101 3359 $25 $100 SF 4 feet 1 65" 120 - 144 3358 $25 $100 SF 4 feet 1 $28,949.00 Total costs for BARRETT AVENUE TASSAJARA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 150 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0A0053 . 0A0017 0A0053-0A0017-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 ft x 48 ft 93 3984 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36 " 93 - 110 243 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 35 " 77 - 91 378 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 15.4% 37 - 53 2062 $12 $768 SF 64 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 151 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0A0053 . 0A0017 0A0053-0A0017-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 7.0% 53 - 92 980 $12 $1,872 SF 156 feet 1 2.7% - 4.0% 112 - 132 978 $12 $960 SF 80 feet 3 7.5% - 10.2% 132 - 158 979 $12 $1,248 SF 104 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3713 $12 $300 SF 25 feet 4 $5,335.00 Total costs for BARRETT AVENUE ARLINGTON BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 152 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0053 . Y80338 0A0053-Y80338-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 155 3988 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 29" 37 248 $100 $100 JOB 1 feet 1 40" 155 249 $100 $100 JOB 1 feet 2 29" 157 250 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 0 - 12 391 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 6.4% 15 - 73 1027 $12 $2,784 SF 232 feet 1 2.5% - 4.0% 99 - 187 1031 $12 $4,224 SF 352 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 153 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0053 . Y80338 0A0053-Y80338-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 28" - 79" 175 3960 $400 $400 JOB 1 feet 2 $7,795.00 Total costs for BARRETT AVENUE TAMALPAIS AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 154 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side CARQUINEZ AVENUE Street Intersection Number Starting Street 0A0058 . 080064 0A0058-080064-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40 " 347 244 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 35" 0 - 92 381 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.6% 96 - 122 2066 $12 $1,248 SF 104 feet 2 2.9% 149 - 166 2064 $12 $816 SF 68 feet 3 11.4% 403 - 420 2065 $12 $816 SF 68 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 8.8% 0 - 96 986 $12 $4,608 SF 384 feet 1 4.6% 122 - 126 987 $12 $192 SF 16 feet 2 2.7% 166 - 174 988 $12 $384 SF 32 feet 3 2.3% - 2.7% 358 - 403 990 $12 $2,160 SF 180 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 155 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side CARQUINEZ AVENUE Street Intersection Number Starting Street 0A0058 . 080064 0A0058-080064-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 149 3884 $100 $100 JOB 1 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.5" 0 3910 $25 $25 SF 1 feet 1 2.5" 12 3911 $25 $25 SF 1 feet 1 1.0" - 1.5" 62 3912 $25 $25 SF 1 feet 1 1.0" 174 3913 $25 $25 SF 1 feet 1 $10,599.00 Total costs for BARRETT AVENUE CARQUINEZ AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 156 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side EDWARDS AVENUE Street Intersection Number Starting Street 0A0058 . 080100 0A0058-080100-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 3.5% 0 - 7 991 $12 $336 SF 28 feet 3 2.3% - 5.0% 11 - 31 993 $12 $960 SF 80 feet 1 3.7% - 7.0% 58 - 86 998 $12 $1,344 SF 112 feet 1 4.3% - 9.6% 86 - 149 999 $12 $3,024 SF 252 feet 1 $5,664.00 Total costs for BARRETT AVENUE EDWARDS AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 157 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side EDWARDS AVENUE Street Intersection Number Starting Street 0A0058 . 080100 0A0058-080100-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 457 3986 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 22 " 117 - 160 382 $75 $75 JOB 1 feet 1 45 " 245 - 381 383 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% - 4.6% 0 - 24 2067 $12 $1,152 SF 96 feet 3 9.6% 117 - 119 2068 $12 $96 SF 8 feet 1 3.5% 220 - 242 2069 $12 $1,056 SF 88 feet 3 3.7% 381 - 404 2070 $12 $1,104 SF 92 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 12.9% 24 - 64 994 $12 $1,920 SF 160 feet 1 10.4% 105 - 117 992 $12 $576 SF 48 feet 1 2.5% - 2.7% 242 - 248 995 $12 $288 SF 24 feet 4 2.2% - 2.6% 359 - 381 996 $12 $1,056 SF 88 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 158 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side EDWARDS AVENUE Street Intersection Number Starting Street 0A0058 . 080100 0A0058-080100-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.9% - 4.4% 404 - 413 997 $12 $432 SF 36 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3715 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 126 2710 $25 $100 SF 4 feet 4 0.25" - 0.50" 135 2711 $25 $100 SF 4 feet 4 0.25" - 0.50" 447 2712 $25 $100 SF 4 feet 4 0.25" - 0.50" 473 2713 $25 $100 SF 4 feet 4 $8,542.00 Total costs for BARRETT AVENUE EDWARDS AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 159 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side ELLERHORST STREET Street Intersection Number Starting Street 0A0058 . 080117 0A0058-080117-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 181 3987 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 38" 0 - 51 384 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 138 - 146 2071 $12 $384 SF 32 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 5.0% 0 - 65 1000 $12 $3,120 SF 260 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 160 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side ELLERHORST STREET Street Intersection Number Starting Street 0A0058 . 080117 0A0058-080117-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 4 ft x 4 ft 23 - 28 2597 $10 $200 SF 20 feet 3 4 ft x 4 ft 92 - 107 2598 $10 $600 SF 60 feet 3 $4,391.00 Total costs for BARRETT AVENUE ELLERHORST STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 161 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side MIRA VISTA DRIVE Street Intersection Number Starting Street 0A0058 . 080242 0A0058-080242-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 66 - 76 389 $75 $75 JOB 1 feet 2 36" 92 - 120 390 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 6.0% - 12.0% 0 - 10 1012 $12 $480 SF 40 feet 1 3.0% - 6.8% 10 - 63 1014 $12 $2,544 SF 212 feet 1 2.3% - 6.8% 100 - 120 1015 $12 $960 SF 80 feet 1 3.5% - 6.2% 137 - 218 1016 $12 $3,888 SF 324 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 111 - 120 2600 $10 $360 SF 36 feet 3 $8,382.00 Total costs for BARRETT AVENUE MIRA VISTA DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 162 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side MIRA VISTA DRIVE Street Intersection Number Starting Street 0A0058 . 080242 0A0058-080242-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 31" 0 247 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39" 201 388 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 32 - 49 2080 $12 $816 SF 68 feet 3 7.5% 126 - 149 2077 $12 $1,104 SF 92 feet 2 8.5% 185 - 201 2078 $12 $768 SF 64 feet 2 6.3% 262 - 281 2079 $12 $912 SF 76 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 6.0% 0 - 32 1013 $12 $1,536 SF 128 feet 1 2.5% - 3.0% 71 - 88 1019 $12 $816 SF 68 feet 3 3.6% 301 - 323 1017 $12 $1,056 SF 88 feet 3 2.3% - 2.4% 344 - 369 1018 $12 $1,200 SF 100 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 163 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side MIRA VISTA DRIVE Street Intersection Number Starting Street 0A0058 . 080242 0A0058-080242-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3720 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 76 " 102 3915 $75 $75 JOB 1 feet 4 $8,758.00 Total costs for BARRETT AVENUE MIRA VISTA DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 164 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side TULARE AVENUE Street Intersection Number Starting Street 0A0058 . 080366 0A0058-080366-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 151 - 200 400 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 3.7% 5 - 16 1039 $12 $528 SF 44 feet 3 $603.00 Total costs for BARRETT AVENUE TULARE AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 165 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side TULLER AVENUE Street Intersection Number Starting Street 0A0058 . 080378 0A0058-080378-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.5% 160 - 229 1040 $12 $3,312 SF 276 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 176 2721 $25 $100 SF 4 feet 4 $3,412.00 Total costs for BARRETT AVENUE TULLER AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 166 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side TULARE AVENUE Street Intersection Number Starting Street 0A0058 . Y80364 0A0058-Y80364-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.5% 128 - 145 1038 $12 $816 SF 68 feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 48" 15 3916 $75 $75 JOB 1 feet 3 52" 84 3917 $75 $75 JOB 1 feet 3 $966.00 Total costs for BARRETT AVENUE TULARE AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 167 May 2009 ---PAGE BREAK--- W BARRETT AVENUE Street Side BROOKS AVENUE Street Intersection Number Starting Street 0A0063 . 080039 0A0063-080039-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 216 - 234 379 $75 $75 JOB 1 feet 1 36" 219 - 234 380 $75 $1,350 JOB 18 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 75 - 102 2063 $12 $1,296 SF 108 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.5% 29 - 34 984 $12 $240 SF 20 feet 3 4.3% - 5.0% 68 - 75 985 $12 $336 SF 28 feet 1 2.2% - 4.3% 102 - 127 981 $12 $1,200 SF 100 feet 3 2.6% - 4.5% 145 - 201 982 $12 $2,688 SF 224 feet 3 2.3% - 2.7% 216 - 220 983 $12 $192 SF 16 feet 4 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3714 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 168 May 2009 ---PAGE BREAK--- W BARRETT AVENUE Street Side BROOKS AVENUE Street Intersection Number Starting Street 0A0063 . 080039 0A0063-080039-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 68" 65 3909 $75 $75 JOB 1 feet 4 $7,752.00 Total costs for BARRETT AVENUE BROOKS AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 169 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side HARRIS AVENUE Street Intersection Number Starting Street 0A0063 . 080139 0A0063-080139-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40 " 311 385 $75 $75 JOB 1 feet 2 36 " 361 - 406 386 $75 $75 JOB 1 feet 2 12 " 541 - 594 387 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 30 - 38 2072 $12 $384 SF 32 feet 3 7% 64 - 72 2074 $12 $384 SF 32 feet 2 2.9% 96 - 110 2075 $12 $672 SF 56 feet 4 3.5% 350 - 361 2073 $12 $528 SF 44 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.9% - 6.4% 0 - 30 1001 $12 $1,440 SF 120 feet 1 2.6% - 5.9% 38 - 64 1005 $12 $1,248 SF 104 feet 1 2.6% - 6.0% 72 - 96 1007 $12 $1,152 SF 96 feet 1 2.2% - 3.7% 110 - 129 1002 $12 $912 SF 76 feet 3 2.3% - 4.3% 202 - 231 1003 $12 $1,392 SF 116 feet 3 3.2% - 4.9% 361 - 429 1004 $12 $3,264 SF 272 feet 2 2.9% - 6.5% 594 - 660 1006 $12 $3,168 SF 264 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 170 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side HARRIS AVENUE Street Intersection Number Starting Street 0A0063 . 080139 0A0063-080139-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3716 $12 $300 SF 25 feet 4 4" x 4" 400 3717 $12 $300 SF 25 feet 4 4" x 4" 660 3718 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 65" 324 - 350 3914 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 52 2714 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 3" 454 3346 $25 $100 SF 4 feet 1 4.5" 479 3347 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 171 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side HARRIS AVENUE Street Intersection Number Starting Street 0A0063 . 080139 0A0063-080139-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 4x4 0 - 5 2599 $10 $200 SF 20 feet 3 $16,244.00 Total costs for BARRETT AVENUE HARRIS AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 172 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side SONOMA STREET Street Intersection Number Starting Street 0A0063 . 080326 0A0063-080326-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.3% 17 - 26 2081 $12 $432 SF 36 feet 2 4.5% 47 - 57 2082 $12 $480 SF 40 feet 3 2.5% 76 - 96 2083 $12 $960 SF 80 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 9.6% 0 - 17 1021 $12 $816 SF 68 feet 1 3.7% - 9.7% 26 - 47 1022 $12 $1,008 SF 84 feet 1 3.0% - 3.8% 57 - 76 1023 $12 $912 SF 76 feet 3 3.2% - 9.2% 96 - 142 1024 $12 $2,208 SF 184 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 0 2716 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 3.0" 142 3348 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 173 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side SONOMA STREET Street Intersection Number Starting Street 0A0063 . 080326 0A0063-080326-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $7,016.00 Total costs for BARRETT AVENUE SONOMA STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 174 May 2009 ---PAGE BREAK--- N BARRETT AVENUE Street Side YUBA STREET Street Intersection Number Starting Street 0A0063 . 080389 0A0063-080389-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 95 - 112 2097 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.3% 0 - 4 1043 $12 $192 SF 16 feet 3 2.3% - 5.2% 137 - 174 1045 $12 $1,776 SF 148 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3727 $12 $300 SF 25 feet 4 $3,084.00 Total costs for BARRETT AVENUE YUBA STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 175 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side YUBA STREET Street Intersection Number Starting Street 0A0063 . 080389 0A0063-080389-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 197 - 207 401 $75 $75 JOB 1 feet 2 27" 249 - 259 402 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.3% 13 - 20 2094 $12 $336 SF 28 feet 4 2.4% 46 - 53 2096 $12 $336 SF 28 feet 4 7.3% 160 - 170 2095 $12 $480 SF 40 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 3.5% 41 - 47 1047 $12 $288 SF 24 feet 3 3.9% - 4.4% 100 - 160 1044 $12 $2,880 SF 240 feet 3 2.7% - 3.8% 357 - 387 1046 $12 $1,440 SF 120 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 7" 40 2672 $100 $100 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 176 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side YUBA STREET Street Intersection Number Starting Street 0A0063 . 080389 0A0063-080389-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 300 3728 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 74" 222 - 240 3918 $75 $75 JOB 1 feet 4 $6,385.00 Total costs for BARRETT AVENUE YUBA STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 177 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side WEST CITY LIMITS Street Intersection Number Starting Street 0A0063 . WECILI 0A0063-WECILI-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96 ft x 48 ft 216 3991 $12 $12 JOB 1 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 4.3% 0 - 42 1041 $12 $2,016 SF 168 feet 3 3.0% - 3.2% 64 - 74 1042 $12 $480 SF 40 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3726 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.50" 18 2722 $25 $100 SF 4 feet 4 0.25" - 0.50" 38 2723 $25 $100 SF 4 feet 4 0.25" - 0.50" 66 2724 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 178 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side WEST CITY LIMITS Street Intersection Number Starting Street 0A0063 . WECILI 0A0063-WECILI-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 4 ft x 4 ft 100 2601 $10 $40 SF 4 feet 3 $3,148.00 Total costs for BARRETT AVENUE WEST CITY LIMITS starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 179 May 2009 ---PAGE BREAK--- S BARRETT AVENUE Street Side WEST CITY LIMITS Street Intersection Number Starting Street 0A0063 . WECILI 0A0063-WECILI-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $166,177.00 Total costs for BARRETT AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 180 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side LASSEN STREET Street Intersection Number Starting Street 0A0077 . 000165 0A0077-000165-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.9% - 4.1% 116 - 127 2113 $12 $528 SF 44 feet 3 5.2% - 6.3% 157 - 173 2114 $12 $768 SF 64 feet 2 5.4% - 6.5% 191 - 209 2115 $12 $864 SF 72 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.9% - 4.5% 75 - 116 1077 $12 $1,968 SF 164 feet 3 3.2% - 4.2% 127 - 157 1073 $12 $1,440 SF 120 feet 3 2.7% - 5.3% 242 - 256 1074 $12 $672 SF 56 feet 2 2.5% - 4.3% 265 - 294 1075 $12 $1,392 SF 116 feet 3 2.5% - 4.4% 390 - 405 1076 $12 $720 SF 60 feet 3 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 66 inches 80 3887 $100 $100 JOB 1 feet 4 $8,452.00 Total costs for CARLSON BOULEVARD LASSEN STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 181 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side SAN DIEGO STREET Street Intersection Number Starting Street 0A0077 . 000201 0A0077-000201-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.3% - 5.7% 20 - 47 2119 $12 $1,296 SF 108 feet 2 7.4% - 8.0% 112 - 129 2117 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.8% 69 - 112 1080 $12 $2,064 SF 172 feet 3 $4,176.00 Total costs for CARLSON BOULEVARD SAN DIEGO STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 182 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side SAN DIEGO STREET Street Intersection Number Starting Street 0A0077 . 000201 0A0077-000201-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.5% - 7.3% 160 - 186 2118 $12 $1,248 SF 104 feet 2 6.4% - 7.2% 348 - 364 2120 $12 $768 SF 64 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 4.3% 247 - 268 1079 $12 $1,008 SF 84 feet 2 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 65 inches 211 3888 $100 $100 JOB 1 feet 4 $3,124.00 Total costs for CARLSON BOULEVARD SAN DIEGO STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 183 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0077 . 0A0095 0A0077-0A0095-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.2% - 8.4% 164 - 195 2103 $12 $1,488 SF 124 feet 2 2.7% - 4.0% 217 - 231 2106 $12 $672 SF 56 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 3.6% 131 - 147 1059 $12 $768 SF 64 feet 3 $2,928.00 Total costs for CARLSON BOULEVARD CENTRAL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 184 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0077 . NB0002 0A0077-NB0002-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 45" 450 - 476 264 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.3% - 6.7% 126 - 159 2121 $12 $1,584 SF 132 feet 2 3.0% - 6.0% 362 - 380 2122 $12 $864 SF 72 feet 2 uneven pavement 407 - 430 2123 $12 $1,104 SF 92 feet 1 4.6% - 5.2% 491 - 508 2124 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8% - 6.3% 0 - 126 1081 $12 $6,048 SF 504 feet 1 3.7% - 7.6% 380 - 402 1082 $12 $1,056 SF 88 feet 1 3.1% - 4.9% 571 - 624 1083 $12 $2,544 SF 212 feet 2 2.2% - 7.3% 624 - 658 1084 $12 $1,632 SF 136 feet 1 $15,748.00 Total costs for CARLSON BOULEVARD SAN PABLO AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 185 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0077 . YA0180 0A0077-YA0180-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.7% - 10.3% 57 - 88 2112 $12 $1,488 SF 124 feet 1 7.3% - 8.6% 199 - 231 2111 $12 $1,536 SF 128 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 4.2% 0 - 13 1072 $12 $624 SF 52 feet 3 $3,648.00 Total costs for CARLSON BOULEVARD FAIRMOUNT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 186 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side AVILA STREET Street Intersection Number Starting Street 0A0079 . 000023 0A0079-000023-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.4% - 4.2% 0 - 25 1048 $12 $1,200 SF 100 feet 3 2.9% - 5.3% 55 - 82 1054 $12 $1,296 SF 108 feet 1 2.5% - 6.5% 126 - 201 1049 $12 $3,600 SF 300 feet 1 $6,096.00 Total costs for CARLSON BOULEVARD AVILA STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 187 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side AVILA STREET Street Intersection Number Starting Street 0A0079 . 000023 0A0079-000023-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61AREF R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 87" 313 4007 REF feet 3 Bus Stop boarding area has a slope greater than 1:48 in any direction and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63A R410.1.4 1131B.4 TBD 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required slope in any direction. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 3.1% 313 4009 $12 $12 JOB 1 feet 3 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 42" 297 263 $100 $100 JOB 1 feet 2 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04AREF R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 317 336 $0 REF feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 188 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side AVILA STREET Street Intersection Number Starting Street 0A0079 . 000023 0A0079-000023-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% - 2.8% 219 - 231 1797 $12 $576 SF 48 feet 4 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% - 2.7% 52 - 72 2101 $12 $960 SF 80 feet 4 4.4% - 4.6% 76 - 95 2102 $12 $912 SF 76 feet 3 2.5% - 3.6% 146 - 179 2098 $12 $1,584 SF 132 feet 3 2.5% - 3.9% 179 - 197 2099 $12 $864 SF 72 feet 3 2.5% - 2.8% 260 - 294 2100 $12 $1,632 SF 136 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.8% 6-36 1055 $12 $1,440 SF 120 feet 3 2.7% - 3.8% 36 - 52 1053 $12 $768 SF 64 feet 3 2.7% - 3.9% 95 - 101 1056 $12 $288 SF 24 feet 3 2.7% 216 - 219 1050 $12 $144 SF 12 feet 4 3.0% - 3.5% 231 - 260 1051 $12 $1,392 SF 116 feet 3 2.3% - 4.6% 302 - 331 1052 $12 $1,392 SF 116 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 189 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side AVILA STREET Street Intersection Number Starting Street 0A0079 . 000023 0A0079-000023-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 317 3961 $400 $400 JOB 1 feet 2 $12,464.00 Total costs for CARLSON BOULEVARD AVILA STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 190 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0079 . 0A0095 0A0079-0A0095-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.9% - 10.9% 8 - 36 2109 $12 $1,344 SF 112 feet 1 9.5% - 9.6% 91 - 112 2110 $12 $1,008 SF 84 feet 1 11.7% - 12.1% 198 - 212 2104 $12 $672 SF 56 feet 1 9.4% - 9.6% 212 - 225 2105 $12 $624 SF 52 feet 1 2.7% - 4.3% 313 - 338 2107 $12 $1,200 SF 100 feet 3 4.5% - 5.3% 338 - 349 2108 $12 $528 SF 44 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 6.0% 0 - 8 1057 $12 $384 SF 32 feet 1 2.5% - 3.8% 36 - 57 1062 $12 $912 SF 76 feet 3 2.7% - 3.2% 112 - 124 1058 $12 $576 SF 48 feet 3 2.5% - 2.8% 156 - 166 1060 $12 $480 SF 40 feet 3 2.7% - 5.3% 276 - 313 1061 $12 $1,776 SF 148 feet 1 $9,504.00 Total costs for CARLSON BOULEVARD CENTRAL AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 191 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side NORTH CITY LIMITS Street Intersection Number Starting Street 0A0079 . NOCILI 0A0079-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% - 3.3% 70 - 98 2116 $12 $1,344 SF 112 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 4.2% 98 - 116 1078 $12 $864 SF 72 feet 3 $2,208.00 Total costs for CARLSON BOULEVARD NORTH CITY LIMITS starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 192 May 2009 ---PAGE BREAK--- W CARLSON BOULEVARD Street Side EL DORADO STREET Street Intersection Number Starting Street 0A0079 . X00073 0A0079-X00073-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 4.8% 0 - 24 1063 $12 $1,152 SF 96 feet 3 2.7% - 3.4% 24 - 39 1068 $12 $720 SF 60 feet 3 3.1% - 3.2% 39 - 51 1069 $12 $576 SF 48 feet 3 2.2% - 4.1% 51 - 76 1070 $12 $1,200 SF 100 feet 3 2.9% - 3.1% 76 - 115 1071 $12 $1,872 SF 156 feet 3 3.0% - 3.3% 150 - 161 1065 $12 $528 SF 44 feet 3 2.1% - 4.1% 161 - 194 1066 $12 $1,584 SF 132 feet 3 2.4% - 3.1% 207 - 213 1067 $12 $288 SF 24 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 138 - 150 2657 $12 $576 SF 48 feet 3 $8,496.00 Total costs for CARLSON BOULEVARD EL DORADO STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 193 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side EL DORADO STREET Street Intersection Number Starting Street 0A0079 . YA0073 0A0079-YA0073-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.4% - 4.6% 0 - 46 1064 $12 $2,208 SF 184 feet 3 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 70 inches 96 3886 $100 $100 JOB 1 feet 4 72 inches 8 - 13 3885 $100 $100 JOB 1 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.25 inches 13 3360 $25 $100 SF 4 feet 1 $2,508.00 Total costs for CARLSON BOULEVARD EL DORADO STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 194 May 2009 ---PAGE BREAK--- E CARLSON BOULEVARD Street Side EL DORADO STREET Street Intersection Number Starting Street 0A0079 . YA0073 0A0079-YA0073-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $79,352.00 Total costs for CARLSON BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 195 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side BELMONT AVENUE Street Intersection Number Starting Street 0A0095 . 000036 0A0095-000036-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30 " 100 - 106 405 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.7% 59 - 82 2126 $12 $1,440 SF 120 feet 2 12.6% 151 - 167 2125 $12 $768 SF 64 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3 % - 2.6 % 96 - 105 1095 $12 $432 SF 36 feet 4 2.1% - 2.3 % 139 - 151 1094 $12 $576 SF 48 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1 " 0 - 8 3364 $25 $100 SF 4 feet 1 $3,391.00 Total costs for CENTRAL AVENUE BELMONT AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 196 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side SAN MATEO AVENUE Street Intersection Number Starting Street 0A0095 . 000216 0A0095-000216-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 48" 342 3992 $12 $12 JOB 1 feet 2 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 24" wide 216 - 249 170 $12 $1,584 SF 132 feet 1 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 37 " 342 267 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 27" 147 - 160 410 $75 $75 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 197 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side SAN MATEO AVENUE Street Intersection Number Starting Street 0A0095 . 000216 0A0095-000216-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 3.7% 0 - 51 1130 $12 $2,448 SF 204 feet 3 3.8% 56 - 60 1134 $12 $192 SF 16 feet 3 2.4% - 3.5% 77 - 94 1135 $12 $816 SF 68 feet 3 2.3% - 3.5% 106 - 128 1131 $12 $1,056 SF 88 feet 3 2.1% - 3.3 % 157 - 179 1132 $12 $1,056 SF 88 feet 3 2.8 % - 4.9 % 249 - 356 1133 $12 $5,136 SF 428 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 45 - 49 2607 $10 $160 SF 16 feet 3 $12,635.00 Total costs for CENTRAL AVENUE SAN MATEO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 198 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side SANTA CLARA AVENUE Street Intersection Number Starting Street 0A0095 . 000230 0A0095-000230-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11.6% 128 - 150 2140 $12 $1,056 SF 88 feet 1 7.9% 177 - 189 2141 $12 $576 SF 48 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.0% - 7.2% 0 - 55 1141 $12 $2,640 SF 220 feet 1 4.8% - 7.0% 196 - 216 1142 $12 $960 SF 80 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3735 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 57 2768 $25 $100 SF 4 feet 4 0.25" - 0.5" 75 2769 $25 $100 SF 4 feet 4 0.25" - 0.5" 80 2770 $25 $100 SF 4 feet 4 0.25" - 0.5" 86 2771 $25 $100 SF 4 feet 4 0.25" - 0.5" 113 2772 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 199 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side SANTA CLARA AVENUE Street Intersection Number Starting Street 0A0095 . 000230 0A0095-000230-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $6,032.00 Total costs for CENTRAL AVENUE SANTA CLARA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 200 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side YOLO AVENUE Street Intersection Number Starting Street 0A0095 . 000316 0A0095-000316-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 0 - 37 268 $100 $100 JOB 1 feet 2 28" 122 - 136 269 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.8% 43 - 53 2145 $12 $480 SF 40 feet 2 9.7% 63 - 89 2146 $12 $1,248 SF 104 feet 1 11.4% 117 - 127 2142 $12 $480 SF 40 feet 1 13.7% 142 - 157 2143 $12 $720 SF 60 feet 1 13.5% 176 - 200 2144 $12 $1,152 SF 96 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.3% 201 - 208 1143 $12 $336 SF 28 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3736 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 201 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side YOLO AVENUE Street Intersection Number Starting Street 0A0095 . 000316 0A0095-000316-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $4,916.00 Total costs for CENTRAL AVENUE YOLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 202 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side YOSEMITE AVENUE Street Intersection Number Starting Street 0A0095 . 000327 0A0095-000327-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 26" 110 - 137 412 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 15.6% 38 - 53 2153 $12 $720 SF 60 feet 1 13.9% 53 - 70 2155 $12 $816 SF 68 feet 1 10.8% 94 - 105 2158 $12 $528 SF 44 feet 1 15.3% 140 - 161 2148 $12 $1,008 SF 84 feet 1 15% 168 - 191 2149 $12 $1,104 SF 92 feet 1 18.2% 215 - 231 2150 $12 $768 SF 64 feet 1 8.3% 268 - 279 2151 $12 $528 SF 44 feet 2 9.2% 285 - 311 2152 $12 $1,248 SF 104 feet 1 5.6% 559 - 589 2156 $12 $1,440 SF 120 feet 5 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.6% 0 - 38 1144 $12 $1,824 SF 152 feet 3 2.6% - 3.2% [PHONE REDACTED] $12 $528 SF 44 feet 3 2.3% - 3.1% 376 - 610 1147 $12 $11,232 SF 936 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 203 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side YOSEMITE AVENUE Street Intersection Number Starting Street 0A0095 . 000327 0A0095-000327-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3738 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 87 2774 $25 $100 SF 4 feet 4 0.25" - 0.5" 313 2775 $25 $100 SF 4 feet 4 0.25" - 0.5" 348 2776 $25 $100 SF 4 feet 4 0.25" - 0.5" 479 2777 $25 $100 SF 4 feet 4 0.25" - 0.5" 489 2778 $25 $100 SF 4 feet 4 0.25" - 0.5" 589 2779 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 390 3391 $25 $100 SF 4 feet 1 1.5" 401 3392 $25 $100 SF 4 feet 1 $22,919.00 Total costs for CENTRAL AVENUE YOSEMITE AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 204 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side YOSEMITE AVENUE Street Intersection Number Starting Street 0A0095 . 000327 0A0095-000327-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.3% 53 - 63 2154 $12 $480 SF 40 feet 1 13.3% 73 - 88 2157 $12 $720 SF 60 feet 1 12.2% 124 - 154 2147 $12 $1,440 SF 120 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 4.2% 154 - 175 1145 $12 $1,008 SF 84 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3737 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 49 2773 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 205 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side YOSEMITE AVENUE Street Intersection Number Starting Street 0A0095 . 000327 0A0095-000327-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 11 3388 $25 $100 SF 4 feet 1 1" 99 3389 $25 $100 SF 4 feet 1 1.5" 111 3390 $25 $100 SF 4 feet 1 $4,348.00 Total costs for CENTRAL AVENUE YOSEMITE AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 206 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side CARLSON BOULEVARD Street Intersection Number Starting Street 0A0095 . 0A0077 0A0095-0A0077-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.6% 164 - 191 2127 $12 $1,296 SF 108 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 5.3% 0 - 164 1096 $12 $7,872 SF 656 feet 1 2.2% - 3.6% 191 - 259 1097 $12 $3,264 SF 272 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 129 2734 $25 $100 SF 4 feet 4 $12,532.00 Total costs for CENTRAL AVENUE CARLSON BOULEVARD starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 207 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side CARLSON BOULEVARD Street Intersection Number Starting Street 0A0095 . 0A0079 0A0095-0A0079-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 22" 0 - 42 265 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 2.6% 97 - 105 1098 $12 $384 SF 32 feet 4 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 203 3730 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 - 3 2736 $25 $100 SF 4 feet 4 0.25" - 0.5" 41 2732 $25 $100 SF 4 feet 4 0.25" - 0.5" 43 2733 $25 $100 SF 4 feet 4 0.25" - 0.5" 0 - 235 2735 $25 $23,500 SF 940 feet 4 $24,584.00 Total costs for CENTRAL AVENUE CARLSON BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 208 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0095 . NB0002 0A0095-NB0002-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 165 - 186 411 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12.5% 147 - 158 2136 $12 $528 SF 44 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 5.1% 111 - 144 1136 $12 $1,584 SF 132 feet 2 2.2% - 3.5% 163 - 206 1137 $12 $2,064 SF 172 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 144 3387 $25 $100 SF 4 feet 2 $4,351.00 Total costs for CENTRAL AVENUE SAN PABLO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 209 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0095 . SB0002 0A0095-SB0002-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.2% 16 - 71 2137 $12 $2,640 SF 220 feet 1 8.5% 143 - 162 2135 $12 $912 SF 76 feet 2 9.6% 172 - 192 2138 $12 $960 SF 80 feet 1 9.8% 214 - 250 2139 $12 $1,728 SF 144 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1% - 6.0% 92 - 143 1140 $12 $2,448 SF 204 feet 1 2.9% - 3.9% 192 - 214 1138 $12 $1,056 SF 88 feet 3 3.2% - 5.6% 250 - 270 1139 $12 $960 SF 80 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 96 2765 $25 $100 SF 4 feet 4 0.25" - 0.5" 132 2766 $25 $100 SF 4 feet 4 0.25" - 0.5" 136 2767 $25 $100 SF 4 feet 4 $11,004.00 Total costs for CENTRAL AVENUE SAN PABLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 210 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0B0001 . 020094 0B0001-020094-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.6% 104 - 134 2128 $12 $1,440 SF 120 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.8% 98 - 104 1109 $12 $288 SF 24 feet 3 $1,728.00 Total costs for CENTRAL AVENUE KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 211 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0B0001 . 020094 0B0001-020094-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.3% 62 - 77 2129 $12 $720 SF 60 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 2.8% 77 - 105 1108 $12 $1,344 SF 112 feet 3 2.6% - 5% 108 - 166 1107 $12 $2,784 SF 232 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 82 3370 $25 $100 SF 4 feet 2 1" 105 3371 $25 $100 SF 4 feet 1 $5,048.00 Total costs for CENTRAL AVENUE KEARNEY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 212 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0B0001 . 020110 0B0001-020110-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.7% 34 - 55 2131 $12 $1,008 SF 84 feet 3 6.4% 104 - 120 2130 $12 $768 SF 64 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.8% 0 - 34 1110 $12 $1,632 SF 136 feet 3 3.8% - 4.1% 71 - 104 1114 $12 $1,584 SF 132 feet 3 3.8% - 4.1% 150 - 165 1112 $12 $720 SF 60 feet 3 2.6% - 3.8% 175 - 186 1113 $12 $528 SF 44 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3733 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 55 2742 $25 $100 SF 4 feet 4 0.25" - 0.5" 64 2743 $25 $100 SF 4 feet 4 0.25" - 0.5" 71 2744 $25 $100 SF 4 feet 4 0.25" - 0.5" 175 2745 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 213 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0B0001 . 020110 0B0001-020110-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25" - 0.5" 186 2746 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5 " 200 3372 $25 $100 SF 4 feet 1 $7,140.00 Total costs for CENTRAL AVENUE LEXINGTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 214 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0B0001 . 020110 0B0001-020110-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.2% 87 - 102 2132 $12 $720 SF 60 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.0% 120 - 134 1111 $12 $672 SF 56 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 194 2747 $25 $100 SF 4 feet 4 $1,492.00 Total costs for CENTRAL AVENUE LEXINGTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 215 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0B0001 . 020126 0B0001-020126-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.0% 0 - 25 1116 $12 $1,200 SF 100 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 105 2751 $25 $100 SF 4 feet 4 0.25" - 0.5" 119 2752 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 101 3375 $25 $100 SF 4 feet 2 $1,500.00 Total costs for CENTRAL AVENUE LIBERTY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 216 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side OAK STREET Street Intersection Number Starting Street 0B0001 . 020158 0B0001-020158-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.1% 48 - 63 2572 $12 $720 SF 60 feet 2 5.8% 133 - 156 2133 $12 $1,104 SF 92 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 6.6% 12 - 36 1123 $12 $1,152 SF 96 feet 1 2.3% - 4.2% 78 - 133 1126 $12 $2,640 SF 220 feet 3 3.3% - 4.6% 156 - 185 1124 $12 $1,392 SF 116 feet 3 2.9% - 3.1% 213 - 237 1125 $12 $1,152 SF 96 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 86 3383 $25 $100 SF 4 feet 1 0.75" 96 3384 $25 $100 SF 4 feet 2 $8,360.00 Total costs for CENTRAL AVENUE OAK STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 217 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0B0001 . 0A0304 0B0001-0A0304-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.9% 135 - 150 2134 $12 $720 SF 60 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8% 153 1127 $12 $48 SF 4 feet 3 2.8% - 3.9% 28 - 85 1129 $12 $2,736 SF 228 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 44 2758 $25 $100 SF 4 feet 4 0.25" - 0.5" 55 2759 $25 $100 SF 4 feet 4 0.25" - 0.5" 74 2760 $25 $100 SF 4 feet 4 0.25" - 0.5" 80 2761 $25 $100 SF 4 feet 4 0.25" - 0.5" 122 2762 $25 $100 SF 4 feet 4 0.25" - 0.5" 130 2763 $25 $100 SF 4 feet 4 0.25" - 0.5" 168 - 176 2764 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 16 3385 $25 $100 SF 4 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 218 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0B0001 . 0A0304 0B0001-0A0304-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 1" 40 3386 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 47 - 116 2606 $10 $2,760 SF 276 feet 3 $7,164.00 Total costs for CENTRAL AVENUE RICHMOND STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 219 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0B0001 . 0C0146 0B0001-0C0146-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 5.2% 0 - 106 1115 $12 $5,088 SF 424 feet 1 3.2% - 3.3% 112 - 139 1117 $12 $1,296 SF 108 feet 3 2.2% - 2.8% 210 - 215 1118 $12 $240 SF 20 feet 3 2.5% - 3.6% 424 - 449 1119 $12 $1,152 SF 96 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 4 2748 $25 $100 SF 4 feet 4 0.25" - 0.5" 37 2749 $25 $100 SF 4 feet 4 0.25" - 0.5" 58 2750 $25 $100 SF 4 feet 4 0.25" - 0.5" 202 2753 $25 $100 SF 4 feet 4 0.25" - 0.5" 441 2754 $25 $100 SF 4 feet 4 0.25" - 0.5" 458 2755 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 18 3373 $25 $100 SF 4 feet 2 0.75" 54 3374 $25 $100 SF 4 feet 2 1" 255 3376 $25 $100 SF 4 feet 1 1" 263 3377 $25 $100 SF 4 feet 1 1" 529 3378 $25 $100 SF 4 feet 1 1" 538 3379 $25 $100 SF 4 feet 1 1.5" 546 3380 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 220 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0B0001 . 0C0146 0B0001-0C0146-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 210 - 229 2604 $10 $760 SF 76 feet 3 patch 523 - 553 2605 $10 $1,200 SF 120 feet 3 $11,036.00 Total costs for CENTRAL AVENUE LIBERTY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 221 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side ALBEMARLE STREET Street Intersection Number Starting Street 0C0040 . 020001 0C0040-020001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.9% - 5.1% 0 - 53 1086 $12 $2,544 SF 212 feet 1 3.6% - 3.9% 58 - 78 1090 $12 $960 SF 80 feet 3 3.2% - 3.8% 132 - 140 1087 $12 $384 SF 32 feet 3 3.4% - 4.1% 153 - 170 1089 $12 $816 SF 68 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 53 3361 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 132 2602 $10 $40 SF 4 feet 3 $4,844.00 Total costs for CENTRAL AVENUE ALBEMARLE STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 222 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side ALBEMARLE STREET Street Intersection Number Starting Street 0C0040 . 020001 0C0040-020001-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: no dimensions 0 - 52 403 $75 $75 JOB 1 feet 1 no dimensions 67 - 121 404 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 3.4% 0 - 36 1085 $12 $1,728 SF 144 feet 3 2.5% - 4.4% 135 - 210 1088 $12 $3,600 SF 300 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: no dimensions 82 2725 $25 $100 SF 4 feet 1 no dimensions 90 2726 $25 $100 SF 4 feet 1 no dimensions 105 2727 $25 $100 SF 4 feet 1 $5,778.00 Total costs for CENTRAL AVENUE ALBEMARLE STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 223 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side CLAYTON AVENUE Street Intersection Number Starting Street 0C0040 . 020015 0C0040-020015-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 124 - 207 407 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 4.8% 0 - 89 1099 $12 $4,272 SF 356 feet 3 3.8% - 5.0% 124 - 207 1100 $12 $48 SF 4 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 164 2737 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 103 3367 $25 $100 SF 4 feet 2 $4,595.00 Total costs for CENTRAL AVENUE CLAYTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 224 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side CLAYTON AVENUE Street Intersection Number Starting Street 0C0040 . 020015 0C0040-020015-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 127 - 249 266 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 0 - 61 406 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.8% 67 - 117 1791 $12 $2,400 SF 200 feet 3 2.2% - 3.6% 136 - 152 1101 $12 $768 SF 64 feet 3 2.2% - 3.8% 195 - 212 1102 $12 $816 SF 68 feet 3 3.8% - 5.5% 219 - 249 1103 $12 $1,440 SF 120 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3731 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 225 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side CLAYTON AVENUE Street Intersection Number Starting Street 0C0040 . 020015 0C0040-020015-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 175 3365 $25 $100 SF 4 feet 1 1" 184 3366 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 87 - 92 2603 $10 $200 SF 20 feet 3 $6,299.00 Total costs for CENTRAL AVENUE CLAYTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 226 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0C0040 . 020066 0C0040-020066-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 5.2% 0 - 112 1104 $12 $5,376 SF 448 feet 1 2.5% - 6.2% 154 - 206 1106 $12 $2,496 SF 208 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 104 3368 $25 $100 SF 4 feet 1 $7,972.00 Total costs for CENTRAL AVENUE EVERETT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 227 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0C0040 . 020066 0C0040-020066-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 6.2% 0 - 205 1105 $12 $9,840 SF 820 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3732 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 2738 $25 $100 SF 4 feet 4 0.25" - 0.5" 124 2741 $25 $100 SF 4 feet 4 0.25" - 0.5" 186 2739 $25 $100 SF 4 feet 4 0.25" - 0.5" 196 2740 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 105 3369 $25 $100 SF 4 feet 2 $10,640.00 Total costs for CENTRAL AVENUE EVERETT STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 228 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0040 . 020143 0C0040-020143-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 147 - 157 409 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% 0 1120 $12 $48 SF 4 feet 3 2.2% - 4.8% 108 - 138 1121 $12 $1,440 SF 120 feet 3 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 8" 104 - 108 3636 $45 $180 LF 4 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 46 2756 $25 $100 SF 4 feet 4 0.25" - 0.5" 58 2757 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 229 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0040 . 020143 0C0040-020143-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 70 3381 $25 $100 SF 4 feet 1 1" 104 3382 $25 $100 SF 4 feet 1 $2,143.00 Total costs for CENTRAL AVENUE NORVELL STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 230 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0040 . 020143 0C0040-020143-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 0 - 67 408 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 6.6% 72 - 195 1122 $12 $5,904 SF 492 feet 1 $5,979.00 Total costs for CENTRAL AVENUE NORVELL STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 231 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0C0040 . 0A0033 0C0040-0A0033-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 4.8% 0 - 7 1091 $12 $336 SF 28 feet 3 3.2% - 6.6% 50 - 135 1093 $12 $4,080 SF 340 feet 1 2.2% - 4.8% 157 - 233 1092 $12 $3,648 SF 304 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3729 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 108 2728 $25 $100 SF 4 feet 4 0.25" - 0.5" 118 2729 $25 $100 SF 4 feet 4 0.25" - 0.5" 128 2730 $25 $100 SF 4 feet 4 0.25" - 0.5" 135 2731 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 37 3362 $25 $100 SF 4 feet 1 1" 50 3363 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 232 May 2009 ---PAGE BREAK--- N CENTRAL AVENUE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0C0040 . 0A0033 0C0040-0A0033-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $8,964.00 Total costs for CENTRAL AVENUE ASHBURY AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 233 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0040 . 0A0304 0C0040-0A0304-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 5.3% 0 - 205 1128 $12 $9,840 SF 820 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3734 $12 $300 SF 25 feet 4 $10,140.00 Total costs for CENTRAL AVENUE RICHMOND STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 234 May 2009 ---PAGE BREAK--- S CENTRAL AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0040 . 0A0304 0C0040-0A0304-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $217,534.00 Total costs for CENTRAL AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 235 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side FAIRVIEW DRIVE Street Intersection Number Starting Street 0A0125 . 060045 0A0125-060045-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3742 $12 $300 SF 25 feet 4 4" x 4" 600 3741 $12 $300 SF 25 feet 4 4" x 4" 800 3743 $12 $300 SF 25 feet 4 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 736 3962 $400 $400 JOB 1 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 " - 0.5 " 83 2793 $25 $100 SF 4 feet 4 no dimensions 125 2794 $25 $100 SF 4 feet 1 0.25 " 576 2795 $25 $100 SF 4 feet 4 0.25 " 660 2796 $25 $100 SF 4 feet 4 0.25 " 823 2797 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 137 3400 $25 $100 SF 4 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 236 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side FAIRVIEW DRIVE Street Intersection Number Starting Street 0A0125 . 060045 0A0125-060045-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.75" 198 3401 $25 $100 SF 4 feet 2 0.75" 261 3402 $25 $100 SF 4 feet 2 0.75" 379 3403 $25 $100 SF 4 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 70 - 74 2608 $10 $160 SF 16 feet 3 $2,360.00 Total costs for CUTTING BOULEVARD FAIRVIEW DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 237 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0125 . 060228 0A0125-060228-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.4% - 5.6% 124 - 216 1174 $12 $576 SF 48 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 85 3420 $25 $100 SF 4 feet 1 104 - 112 3421 $25 $100 SF 4 feet 1 $776.00 Total costs for CUTTING BOULEVARD TAMALPAIS AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 238 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side WILSON WAY Street Intersection Number Starting Street 0A0125 . 060265 0A0125-060265-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% 34 - 47 2189 $12 $624 SF 52 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 6.3% 0 - 34 1183 $12 $1,632 SF 136 feet 1 2.8% - 3.7% 47 - 56 1184 $12 $432 SF 36 feet 3 2.3% - 4.3% 72 - 173 1185 $12 $4,848 SF 404 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 219 2821 $25 $100 SF 4 feet 4 $7,636.00 Total costs for CUTTING BOULEVARD WILSON WAY starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 239 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side ALVA AVENUE Street Intersection Number Starting Street 0A0125 . 070001 0A0125-070001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.6 % - 5.8 % 491 - 508 1148 $12 $816 SF 68 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3739 $12 $300 SF 25 feet 4 4" x 4" 400 3740 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 65 " 167 - 175 3889 $100 $100 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 7 2780 $25 $100 SF 4 feet 4 0.25" - 0.5" 50 2781 $25 $100 SF 4 feet 4 0.25" - 0.5" 60 2782 $25 $100 SF 4 feet 4 0.25" - 0.5" 87 2783 $25 $100 SF 4 feet 4 0.25" - 0.5" 95 2784 $25 $100 SF 4 feet 4 0.25" - 0.5" 135 2785 $25 $100 SF 4 feet 4 0.25" - 0.5" 187 2786 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 240 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side ALVA AVENUE Street Intersection Number Starting Street 0A0125 . 070001 0A0125-070001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25" 398 2787 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 470 2788 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 596 2789 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5 " 36 3393 $25 $100 SF 4 feet 1 0.75" 256 3394 $25 $100 SF 4 feet 2 1 " 412 3395 $25 $100 SF 4 feet 1 1 " 434 3396 $25 $100 SF 4 feet 1 1 " 557 3397 $25 $100 SF 4 feet 1 $3,016.00 Total costs for CUTTING BOULEVARD ALVA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 241 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0A0125 . 0A0014 0A0125-0A0014-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 " - 0.5 " 3 2790 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 17 2791 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 70 2792 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 80 3398 $25 $100 SF 4 feet 1 6.7" 20 - 30 3399 $25 $100 SF 4 feet 1 $500.00 Total costs for CUTTING BOULEVARD ARLINGTON BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 242 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side TAMALPAIS AVENUE Street Intersection Number Starting Street 0A0125 . X80338 0A0125-X80338-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.4% - 5.6% 0 - 61 1173 $12 $2,928 SF 244 feet 1 4.4% - 4.8% 86 - 96 1175 $12 $480 SF 40 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 52 2813 $25 $100 SF 4 feet 4 0.25" - 0.5" 96 2814 $25 $100 SF 4 feet 4 $3,608.00 Total costs for CUTTING BOULEVARD TAMALPAIS AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 243 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side KENILWORTH AVENUE Street Intersection Number Starting Street 0A0129 . 060119 0A0129-060119-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 501 416 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.9% 76 - 96 2169 $12 $960 SF 80 feet 3 19% 151 - 162 2164 $12 $528 SF 44 feet 1 14.6% 301 - 313 2165 $12 $576 SF 48 feet 1 13% 373 - 386 2166 $12 $624 SF 52 feet 1 17% 435 - 447 2167 $12 $576 SF 48 feet 1 3% 594 - 610 2168 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7 % - 6.7 % 0 - 76 1155 $12 $3,648 SF 304 feet 1 2.3% - 2.6% 96 - 126 1157 $12 $1,440 SF 120 feet 4 8.8% 201 - 206 1156 $12 $240 SF 20 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 244 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side KENILWORTH AVENUE Street Intersection Number Starting Street 0A0129 . 060119 0A0129-060119-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 31 2802 $25 $100 SF 4 feet 4 0.25" - 0.5" 62 2803 $25 $100 SF 4 feet 4 0.25" - 0.5" 138 2804 $25 $100 SF 4 feet 4 0.25" - 0.5" 162 2805 $25 $100 SF 4 feet 4 0.25" - 0.5" 172 2806 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1 " 37 3409 $25 $100 SF 4 feet 1 2 " 519 3410 $25 $100 SF 4 feet 1 $10,135.00 Total costs for CUTTING BOULEVARD KENILWORTH AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 245 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side SNOWDON AVENUE Street Intersection Number Starting Street 0A0129 . 060216 0A0129-060216-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.2% 80 - 98 2181 $12 $864 SF 72 feet 2 11.4% 110 - 131 2179 $12 $1,008 SF 84 feet 1 2.8% 157 - 171 2180 $12 $672 SF 56 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 5.7% 16 - 80 1170 $12 $3,072 SF 256 feet 1 2.3% - 4.6% 98 - 110 1172 $12 $576 SF 48 feet 3 3.2% - 4.4% 131 - 157 1169 $12 $1,248 SF 104 feet 3 3.2 % - 3.5% 190 - 214 1171 $12 $1,152 SF 96 feet 3 $8,592.00 Total costs for CUTTING BOULEVARD SNOWDON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 246 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side HAGEN BOULEVARD Street Intersection Number Starting Street 0A0129 . 070120 0A0129-070120-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 626 413 $75 $75 JOB 1 feet 2 24" 674 - 679 414 $75 $75 JOB 1 feet 1 36" 681 - 686 415 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11.4% 111 - 131 2159 $12 $960 SF 80 feet 1 15.9% 139 - 152 2160 $12 $624 SF 52 feet 1 17.3% 713 - 728 2161 $12 $720 SF 60 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9 % - 4.3 % 0 - 66 1149 $12 $3,168 SF 264 feet 2 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 54 " 636 3890 $100 $100 JOB 1 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 247 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side HAGEN BOULEVARD Street Intersection Number Starting Street 0A0129 . 070120 0A0129-070120-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 " - 0.5 " 474 2798 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 567 2799 $25 $100 SF 4 feet 4 0.25 " - 0.5 " 585 2800 $25 $100 SF 4 feet 4 0.25" - 0.5" 710 2801 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5 " 255 3404 $25 $100 SF 4 feet 1 1.5 " 454 3405 $25 $100 SF 4 feet 1 2 " 486 3406 $25 $100 SF 4 feet 1 2 " 491 3407 $25 $100 SF 4 feet 1 1 " 576 3408 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 201 - 203 2609 $10 $80 SF 8 feet 3 $6,777.00 Total costs for CUTTING BOULEVARD HAGEN BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 248 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side TAPSCOTT AVENUE Street Intersection Number Starting Street 0A0129 . 070267 0A0129-070267-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 52" 717 419 $75 $75 JOB 1 feet 2 39" 181 - 189 420 $75 $75 JOB 1 feet 2 45" 208 - 246 421 $75 $75 JOB 1 feet 2 26" - 44" 541 - 588 422 $75 $75 JOB 1 feet 1 36" 600 - 602 423 $75 $75 JOB 1 feet 2 39" 710 - 733 424 $75 $75 JOB 1 feet 2 33" 832 - 839 425 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.5% 144 - 150 2182 $12 $528 SF 44 feet 1 14.3% 189 - 208 2183 $12 $912 SF 76 feet 1 3.9% 347 - 357 2184 $12 $480 SF 40 feet 3 2.8% 386 - 397 2185 $12 $528 SF 44 feet 4 3.5% 684 - 694 2186 $12 $480 SF 40 feet 3 9.3% 787 - 796 2187 $12 $432 SF 36 feet 1 6.8% 851 - 865 2188 $12 $672 SF 56 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.4% 82 - 93 1182 $12 $528 SF 44 feet 3 3.5% - 5.34% 315 - 347 1176 $12 $1,536 SF 128 feet 1 3.8% - 4.7% 357 - 386 1177 $12 $1,392 SF 116 feet 3 2.6% - 3.7% 397 - 410 1178 $12 $624 SF 52 feet 3 6% 474 - 479 1179 $12 $240 SF 20 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 249 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side TAPSCOTT AVENUE Street Intersection Number Starting Street 0A0129 . 070267 0A0129-070267-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.6% - 4.3% 602 - 629 1180 $12 $1,296 SF 108 feet 3 8.2% - 14.0% 694 - 733 1181 $12 $1,872 SF 156 feet 1 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 62" 660 3921 $75 $75 JOB 1 feet 3 32" 694 3922 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 130 2815 $25 $100 SF 4 feet 4 0.25" - 0.5" 315 2816 $25 $100 SF 4 feet 4 0.25" - 0.5" 347 2817 $25 $100 SF 4 feet 4 0.25" - 0.5" 379 2818 $25 $100 SF 4 feet 4 0.25" - 0.5" 553 2819 $25 $100 SF 4 feet 4 0.25" - 0.5" 747 2820 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 171 3422 $25 $100 SF 4 feet 1 $12,895.00 Total costs for CUTTING BOULEVARD TAPSCOTT AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 250 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side JUNCTION AVENUE Street Intersection Number Starting Street 0A0133 . 070161 0A0133-070161-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 29" 47 - 56 171 $12 $432 SF 36 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.4% 97 - 109 2163 $12 $576 SF 48 feet 4 4.3% 121 - 139 2162 $12 $864 SF 72 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4 % - 2.6 % 0 - 12 1151 $12 $576 SF 48 feet 4 2.5% - 3.2 % 34 - 67 1153 $12 $1,584 SF 132 feet 3 3.4% - 4.7% 109 - 121 1152 $12 $576 SF 48 feet 2 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 60" 167 3919 $75 $75 JOB 1 feet 3 $4,683.00 Total costs for CUTTING BOULEVARD JUNCTION AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 251 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0133 . 070175 0A0133-070175-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.5% 0 - 162 1154 $12 $7,776 SF 648 feet 3 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 70" 44 3891 $100 $100 JOB 1 feet 4 $7,876.00 Total costs for CUTTING BOULEVARD KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 252 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side KEY BOULEVARD Street Intersection Number Starting Street 0A0133 . 0A0212 0A0133-0A0212-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.1% 288 - 300 1798 $12 $576 SF 48 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4 % - 3.4 % 0 - 205 1158 $12 $9,840 SF 820 feet 3 2.4% - 2.7% 331 - 334 1163 $12 $1,008 SF 84 feet 4 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1.0" - 3.0" 0 - 10 2673 $100 $100 JOB 1 feet 1 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 2.1% - 11.1% 94 2580 $12 $48 SF 4 feet 2 2.1% - 6.8% 180 2581 $12 $48 SF 4 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 253 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side KEY BOULEVARD Street Intersection Number Starting Street 0A0133 . 0A0212 0A0133-0A0212-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 50 2807 $25 $100 SF 4 feet 4 0.25" - 0.5" 157 2808 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 19 3411 $25 $100 SF 4 feet 1 2" 39 3412 $25 $100 SF 4 feet 1 1" 98 3415 $25 $100 SF 4 feet 1 3.5" 186 3413 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 190 - 195 2611 $10 $200 SF 20 feet 3 $12,420.00 Total costs for CUTTING BOULEVARD KEY BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 254 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side KEY BOULEVARD Street Intersection Number Starting Street 0A0133 . 0A0212 0A0133-0A0212-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36 " - 44 " 696 - 816 270 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 46" 161 417 $75 $75 JOB 1 feet 2 35" - 44" 645 - 676 418 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.8% 36 - 57 2174 $12 $1,008 SF 84 feet 4 6.6% 102 - 130 2170 $12 $1,344 SF 112 feet 2 6.1% 281 - 300 2171 $12 $912 SF 76 feet 2 4.2% 308 - 319 2172 $12 $528 SF 44 feet 3 15.7% 350 - 363 2173 $12 $624 SF 52 feet 1 5.4% 527 - 541 2175 $12 $672 SF 56 feet 2 6.5% 597 - 615 2176 $12 $864 SF 72 feet 2 3.7% 630 - 645 2177 $12 $720 SF 60 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 255 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side KEY BOULEVARD Street Intersection Number Starting Street 0A0133 . 0A0212 0A0133-0A0212-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.6% 20 - 36 1160 $12 $768 SF 64 feet 3 4.3% - 4.7% 57 - 102 1164 $12 $2,160 SF 180 feet 3 3-5.8% 176 - 259 1159 $12 $3,984 SF 332 feet 2 3.9% - 4.0% 300 - 308 1161 $12 $384 SF 32 feet 3 3.6% - 4.0% 319 - 350 1162 $12 $1,488 SF 124 feet 3 4.3% - 10.7% 800 - 860 1165 $12 $2,880 SF 240 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3744 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 72" 20 3920 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 0.5 " 350 2809 $25 $100 SF 4 feet 4 0.25" - 0.5" 741 2810 $25 $100 SF 4 feet 4 0.25" - 0.5" 772 2811 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 256 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side KEY BOULEVARD Street Intersection Number Starting Street 0A0133 . 0A0212 0A0133-0A0212-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25 0.5 " 825 2812 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 759 3414 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 10 - 20 2610 $10 $400 SF 40 feet 3 patch 651 - 655 2612 $10 $160 SF 16 feet 3 $20,021.00 Total costs for CUTTING BOULEVARD KEY BOULEVARD starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 257 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side PEERLESS AVENUE Street Intersection Number Starting Street 0A0137 . 0C0228 0A0137-0C0228-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.2% 100 - 122 1799 $12 $1,056 SF 88 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 140 - 177 2178 $12 $1,776 SF 148 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.2% 44 - 100 1166 $12 $2,688 SF 224 feet 3 $5,520.00 Total costs for CUTTING BOULEVARD PEERLESS AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 258 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side INTERSTATE 80 Street Intersection Number Starting Street 0A0137 . EB0I80 0A0137-EB0I80-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3 % - 4.1 % 28 - 87 1150 $12 $2,832 SF 236 feet 2 $2,832.00 Total costs for CUTTING BOULEVARD INTERSTATE 80 starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 259 May 2009 ---PAGE BREAK--- S CUTTING BOULEVARD Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0137 . NB0001 0A0137-NB0001-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 44 " 202 - 225 172 $12 $1,104 SF 92 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 4.4% 500 - 628 1168 $12 $6,144 SF 512 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.5" 57 3416 $25 $100 SF 4 feet 1 1" 61 3417 $25 $100 SF 4 feet 1 1" 548 3418 $25 $100 SF 4 feet 1 1.3" 572 3419 $25 $100 SF 4 feet 1 $7,648.00 Total costs for CUTTING BOULEVARD SAN PABLO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 260 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0137 . SB0001 0A0137-SB0001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 2.7% 228 - 256 1167 $12 $1,344 SF 112 feet 4 $1,344.00 Total costs for CUTTING BOULEVARD SAN PABLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 261 May 2009 ---PAGE BREAK--- N CUTTING BOULEVARD Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0137 . SB0001 0A0137-SB0001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $118,639.00 Total costs for CUTTING BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 262 May 2009 ---PAGE BREAK--- E ELM STREET Street Side MANOR CIRCLE Street Intersection Number Starting Street 0A0159 . 060157 0A0159-060157-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 27" 13 280 $100 $100 JOB 1 feet 1 37" 185 281 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 10" 215 431 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.6% 114 - 141 2204 $12 $1,296 SF 108 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 4.9% 159 - 236 1189 $12 $3,696 SF 308 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 263 May 2009 ---PAGE BREAK--- E ELM STREET Street Side MANOR CIRCLE Street Intersection Number Starting Street 0A0159 . 060157 0A0159-060157-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3751 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 43 2832 $25 $100 SF 4 feet 4 0.25" - 0.5" 50 2833 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.5" 93 3426 $25 $100 SF 4 feet 1 $5,867.00 Total costs for ELM STREET MANOR CIRCLE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 264 May 2009 ---PAGE BREAK--- W ELM STREET Street Side HILL STREET Street Intersection Number Starting Street 0A0159 . 0A0198 0A0159-0A0198-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 95 173 $12 $48 SF 4 feet 2 36" 132 174 $12 $48 SF 4 feet 2 10.4" 230 175 $12 $48 SF 4 feet 1 32" 257 176 $12 $48 SF 4 feet 2 30" 390 177 $12 $48 SF 4 feet 1 36" 416 178 $12 $48 SF 4 feet 2 36" 479 179 $12 $48 SF 4 feet 2 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 27" 39 274 $100 $100 JOB 1 feet 1 36" 458 275 $100 $100 JOB 1 feet 2 40" 570 276 $100 $100 JOB 1 feet 2 36" 648 277 $100 $100 JOB 1 feet 2 36" 791 278 $100 $100 JOB 1 feet 2 30" 401 - 426 279 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 0 - 23 428 $75 $75 JOB 1 feet 2 32" 284 - 348 429 $75 $75 JOB 1 feet 1 24" - 36" 667 - 709 430 $75 $75 JOB 1 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 265 May 2009 ---PAGE BREAK--- W ELM STREET Street Side HILL STREET Street Intersection Number Starting Street 0A0159 . 0A0198 0A0159-0A0198-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.4% 99 - 122 2203 $12 $1,104 SF 92 feet 1 14.1% 161 - 177 2196 $12 $768 SF 64 feet 1 10.5% 192 - 212 2197 $12 $960 SF 80 feet 1 10.4% 272 - 284 2198 $12 $576 SF 48 feet 1 6.4% 426 - 437 2199 $12 $528 SF 44 feet 2 10.1% 491 - 505 2200 $12 $672 SF 56 feet 1 12.2% 518 - 550 2201 $12 $1,536 SF 128 feet 1 11.8% 609 - 622 2202 $12 $624 SF 52 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 3.7% 177 - 192 1188 $12 $720 SF 60 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 2" 454 2674 $100 $100 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3747 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 266 May 2009 ---PAGE BREAK--- W ELM STREET Street Side HILL STREET Street Intersection Number Starting Street 0A0159 . 0A0198 0A0159-0A0198-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 4" x 4" 400 3748 $12 $300 SF 25 feet 4 4" x 4" 600 3749 $12 $300 SF 25 feet 4 4" x 4" 800 3750 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 1 2828 $25 $100 SF 4 feet 4 0.25" - 0.5" 141 2829 $25 $100 SF 4 feet 4 0.25" - 0.5" 345 2830 $25 $100 SF 4 feet 4 lid 398 2831 $25 $100 SF 4 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 290 3424 $25 $100 SF 4 feet 1 1" 354 3425 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 553 - 561 2613 $10 $320 SF 32 feet 3 $10,869.00 Total costs for ELM STREET HILL STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 267 May 2009 ---PAGE BREAK--- E ELM STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0159 . 0C0351 0A0159-0C0351-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 28" 150 271 $100 $100 JOB 1 feet 1 28" 297 272 $100 $100 JOB 1 feet 1 38" 477 273 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 89 - 97 427 $75 $75 JOB 1 feet 2 39" 281 - 299 426 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.2% 97 - 118 2195 $12 $1,008 SF 84 feet 1 15.5% 174 - 197 2190 $12 $1,104 SF 92 feet 1 15.1% 221 - 242 2191 $12 $1,008 SF 84 feet 1 15% 254 - 274 2192 $12 $960 SF 80 feet 1 4.3 324 - 349 2193 $12 $1,200 SF 100 feet 3 11.8 357 - 377 2194 $12 $960 SF 80 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 268 May 2009 ---PAGE BREAK--- E ELM STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0159 . 0C0351 0A0159-0C0351-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.6% - 5.4% 49 - 66 1187 $12 $816 SF 68 feet 2 4.7% - 7.6% 455 - 499 1186 $12 $2,112 SF 176 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3745 $12 $300 SF 25 feet 4 4" x 4" 400 3746 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 67" 164 3923 $75 $75 JOB 1 feet 4 53" 202 3924 $75 $75 JOB 1 feet 4 62 254 3925 $75 $75 JOB 1 feet 3 63" 309 3926 $75 $75 JOB 1 feet 3 72" 390 - 397 3927 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 49 2822 $25 $100 SF 4 feet 4 0.25" - 0.5" 66 2823 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 269 May 2009 ---PAGE BREAK--- E ELM STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0159 . 0C0351 0A0159-0C0351-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25" - 0.5" 129 2824 $25 $100 SF 4 feet 4 0.25" - 0.5" 290 2825 $25 $100 SF 4 feet 4 0.25" - 0.5" 394 2826 $25 $100 SF 4 feet 4 0.25" - 0.5" 455 2827 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 357 3423 $25 $100 SF 4 feet 1 $11,293.00 Total costs for ELM STREET BLAKE STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 270 May 2009 ---PAGE BREAK--- E ELM STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0159 . 0C0351 0A0159-0C0351-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $28,029.00 Total costs for ELM STREET S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 271 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side CORONADO STREET Street Intersection Number Starting Street 0A0172 . 010062 0A0172-010062-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.7% 251 - 264 2210 $12 $624 SF 52 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 5.2% 201 - 251 1215 $12 $2,400 SF 200 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3754 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 58 2841 $25 $100 SF 4 feet 4 0.25" - 0.5" 131 2842 $25 $100 SF 4 feet 4 0.25" - 0.5" 193 2843 $25 $100 SF 4 feet 4 0.25" - 0.5" 201 2844 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 272 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side CORONADO STREET Street Intersection Number Starting Street 0A0172 . 010062 0A0172-010062-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 158 3433 $25 $100 SF 4 feet 1 1.5" 175 3434 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 4" x 4" 5 - 39 2617 $10 $1,360 SF 136 feet 3 4" x 4" 58 - 89 2618 $10 $1,240 SF 124 feet 3 4" x 4" 131 - 149 2616 $10 $720 SF 72 feet 3 $7,244.00 Total costs for FAIRMOUNT AVENUE CORONADO STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 273 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side POMONA AVENUE Street Intersection Number Starting Street 0A0172 . 010089 0A0172-010089-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 48 - 61 286 $100 $100 JOB 1 feet 1 24" 150 - 166 285 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.6% 166 - 173 2225 $12 $336 SF 28 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 127 2853 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 41 - 43 2620 $10 $80 SF 8 feet 3 patch 61 - 67 2621 $10 $160 SF 16 feet 3 patch 166 - 206 2619 $10 $1,600 SF 160 feet 3 $2,476.00 Total costs for FAIRMOUNT AVENUE POMONA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 274 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side RAMONA AVENUE Street Intersection Number Starting Street 0A0172 . 010101 0A0172-010101-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.7% 137 - 166 2226 $12 $1,392 SF 116 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 6.3% 0 - 137 1231 $12 $6,576 SF 548 feet 1 4.1% - 4.8% 166 - 202 1232 $12 $1,728 SF 144 feet 3 $9,696.00 Total costs for FAIRMOUNT AVENUE RAMONA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 275 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side VICTORIA STREET Street Intersection Number Starting Street 0A0172 . 010140 0A0172-010140-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.8% 78 - 98 2228 $12 $960 SF 80 feet 3 3.6% 140 - 157 2227 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.6% - 6.2% 0 - 57 1238 $12 $2,736 SF 228 feet 1 3.8% - 5.5% 100 - 140 1239 $12 $1,920 SF 160 feet 2 3.6% - 4.1% 184 - 224 1240 $12 $1,920 SF 160 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25"- 0.5" 32 2854 $25 $100 SF 4 feet 4 0.25" - 0.5" 179 2855 $25 $100 SF 4 feet 4 0.25" - 0.5" 219 2856 $25 $100 SF 4 feet 4 $8,652.00 Total costs for FAIRMOUNT AVENUE VICTORIA STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 276 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side ALBEMARLE STREET Street Intersection Number Starting Street 0A0172 . 020001 0A0172-020001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.6% 124 - 154 2205 $12 $1,440 SF 120 feet 2 8.6% 181 - 198 2206 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.0% - 2-5% 0 - 178 1197 $12 $8,544 SF 712 feet 4 2.4% 120 - 124 1198 $12 $192 SF 16 feet 3 4.0% - 5.7% 154 - 202 1199 $12 $2,304 SF 192 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3752 $12 $300 SF 25 feet 4 $13,596.00 Total costs for FAIRMOUNT AVENUE ALBEMARLE STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 277 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side CLAYTON AVENUE Street Intersection Number Starting Street 0A0172 . 020015 0A0172-020015-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 4.1% 0 - 214 1206 $12 $10,272 SF 856 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 66 2835 $25 $100 SF 4 feet 4 $10,372.00 Total costs for FAIRMOUNT AVENUE CLAYTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 278 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0172 . 020066 0A0172-020066-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 22" 0 - 16 283 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.8% 63 - 73 2213 $12 $480 SF 40 feet 2 9.7% 104 - 143 2211 $12 $1,872 SF 156 feet 1 9% 146 - 160 2212 $12 $672 SF 56 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 104 2845 $25 $100 SF 4 feet 4 0.25" - 0.5" 188 2846 $25 $100 SF 4 feet 4 $3,324.00 Total costs for FAIRMOUNT AVENUE EVERETT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 279 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0172 . 020143 0A0172-020143-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.4% 108 - 117 2224 $12 $432 SF 36 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 4.6% 0 - 66 1228 $12 $3,168 SF 264 feet 3 2.2% - 5% 117 - 152 1229 $12 $1,680 SF 140 feet 2 3.1% - 4.1% 195 - 213 1230 $12 $864 SF 72 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 64 2852 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 176 3435 $25 $100 SF 4 feet 1 $6,344.00 Total costs for FAIRMOUNT AVENUE NORVELL STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 280 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0172 . 0A0030 0A0172-0A0030-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 114 - 120 432 $75 $75 JOB 1 feet 1 24" 160 - 165 433 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 5.9% 0 - 226 1200 $12 $10,848 SF 904 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 0.059 20 - 85 2615 $10 $2,600 SF 260 feet 3 4" x 4" 120 - 226 2614 $10 $4,240 SF 424 feet 3 $17,838.00 Total costs for FAIRMOUNT AVENUE ASHBURY AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 281 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0172 . 0A0033 0A0172-0A0033-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.2% 0 - 55 1201 $12 $2,640 SF 220 feet 3 3.3% - 5.8% 74 - 178 1202 $12 $4,992 SF 416 feet 1 $7,632.00 Total costs for FAIRMOUNT AVENUE ASHBURY AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 282 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side COLUSA AVENUE Street Intersection Number Starting Street 0A0172 . 0C0055 0A0172-0C0055-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.6% 48 - 77 2209 $12 $1,392 SF 116 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 3.8% 0 - 55 1207 $12 $2,640 SF 220 feet 3 2.3% - 3.2% 78 - 164 1214 $12 $4,128 SF 344 feet 3 2.3% - 2.8% 198 - 243 1208 $12 $2,160 SF 180 feet 3 3.1% - 3.4% 289 - 321 1209 $12 $1,536 SF 128 feet 3 2.1% - 4.9% 443 - 489 1210 $12 $2,208 SF 184 feet 2 2.2% 622 - 626 1211 $12 $192 SF 16 feet 3 2.2% - 3.2% 653 - 711 1212 $12 $2,784 SF 232 feet 3 3% 747 - 751 1213 $12 $192 SF 16 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 45 2836 $25 $100 SF 4 feet 4 0.25" - 0.5" 477 2837 $25 $100 SF 4 feet 4 0.25"- 0.5" 549 2838 $25 $100 SF 4 feet 4 0.25" - 0.5" 564 2839 $25 $100 SF 4 feet 4 0.25" - 0.5" 598 2840 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 283 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side COLUSA AVENUE Street Intersection Number Starting Street 0A0172 . 0C0055 0A0172-0C0055-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 622 3431 $25 $100 SF 4 feet 1 1" 720 3432 $25 $100 SF 4 feet 1 $17,932.00 Total costs for FAIRMOUNT AVENUE COLUSA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 284 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street XA0180 . 020094 XA0180-020094-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.9% 83 - 96 2215 $12 $624 SF 52 feet 2 3.8% 112 - 155 2214 $12 $2,064 SF 172 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.1% - 7.1% 57 - 83 1217 $12 $1,248 SF 104 feet 1 4.8% - 8.7% 184 - 213 1216 $12 $1,392 SF 116 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3755 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 57 2847 $25 $100 SF 4 feet 4 0.25" - 0.5" 172 2848 $25 $100 SF 4 feet 4 0.25" - 0.5" 184 2849 $25 $100 SF 4 feet 4 0.25" - 0.5" 103 - 109 2850 $25 $600 SF 24 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 285 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street XA0180 . 020094 XA0180-020094-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $6,528.00 Total costs for FAIRMOUNT AVENUE KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 286 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street XA0180 . 020110 XA0180-020110-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 86 - 102 284 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11.9% 64 - 84 2217 $12 $960 SF 80 feet 1 10.4% 145 - 157 2216 $12 $576 SF 48 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 4% 23 - 64 1220 $12 $1,968 SF 164 feet 3 4.0% - 5.1% 107 - 145 1218 $12 $1,824 SF 152 feet 2 4.3% - 6% 165 - 216 1219 $12 $2,448 SF 204 feet 1 $7,876.00 Total costs for FAIRMOUNT AVENUE LEXINGTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 287 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street XA0180 . 0A0304 XA0180-0A0304-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% 35 - 38 1234 $12 $144 SF 12 feet 3 2.5% - 3.6% 110 - 365 1233 $12 $12,240 SF 1020 feet 3 $12,384.00 Total costs for FAIRMOUNT AVENUE RICHMOND STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 288 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street XA0180 . 0C0146 XA0180-0C0146-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12% 67 - 99 2223 $12 $1,536 SF 128 feet 1 5% 101 - 125 2218 $12 $1,152 SF 96 feet 2 6.2% 125 - 147 2219 $12 $1,056 SF 88 feet 2 5.4% 168 - 192 2220 $12 $1,152 SF 96 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 67 2851 $25 $100 SF 4 feet 4 $4,996.00 Total costs for FAIRMOUNT AVENUE LIBERTY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 289 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street XA0180 . 0C0146 XA0180-0C0146-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.9% 264 - 299 2221 $12 $1,680 SF 140 feet 2 5.8% 365 - 402 2222 $12 $1,776 SF 148 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 4.2% 0 - 104 1221 $12 $4,992 SF 416 feet 3 3.1% - 4.4% 156 - 179 1222 $12 $1,104 SF 92 feet 3 3.2% - 3.8% 201 - 264 1223 $12 $3,024 SF 252 feet 3 2.6% - 3.2% 343 - 365 1224 $12 $1,056 SF 88 feet 3 2.3% - 2.9% 423 - 435 1225 $12 $576 SF 48 feet 3 2.6% - 3.1% 603 - 623 1226 $12 $960 SF 80 feet 3 3% - 3.6% 642 - 680 1227 $12 $1,824 SF 152 feet 3 $16,992.00 Total costs for FAIRMOUNT AVENUE LIBERTY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 290 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street XA0180 . NB0002 XA0180-NB0002-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 553 - 559 435 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.4% 0 - 79 1235 $12 $3,792 SF 316 feet 3 2.4% - 2.8% 101 - 123 1236 $12 $1,056 SF 88 feet 3 2.6% - 4.3% 574 - 743 1237 $12 $8,112 SF 676 feet 3 $13,035.00 Total costs for FAIRMOUNT AVENUE SAN PABLO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 291 May 2009 ---PAGE BREAK--- S FAIRMOUNT AVENUE Street Side CARLSON BOULEVARD Street Intersection Number Starting Street YA0180 . 0A0077 YA0180-SB0002-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 2.6% 52 - 65 1192 $12 $624 SF 52 feet 4 2.1% - 3.8% 126 - 193 1190 $12 $3,216 SF 268 feet 3 The horizontal gap at the inner edge of each rail is more than 2-1/2" (or 3" at freight tracks) at pedestrian access route crossing a rail system at grade. • As-Built Description: Distance from Corner ID # PR21A R301.7.4 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify area as necessary. Horizontal Openings Severity Fiscal Year PWD O/R Note: 8" x 1/2" 149 2679 $99 $99 JOB 1 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1/2 " 28 3428 $25 $100 SF 4 feet 3 1 " 44 3429 $25 $100 SF 4 feet 1 1 " 89 3430 $25 $100 SF 4 feet 1 1/2 " 144 3427 $25 $100 SF 4 feet 3 $4,339.00 Total costs for FAIRMOUNT AVENUE CARLSON BOULEVARD starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 292 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street YA0180 . SB0002 YA0180-SB0002-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 5.8% 0 - 35 1193 $12 $1,680 SF 140 feet 2 2.4% - 3.0% 48 - 61 1195 $12 $624 SF 52 feet 3 2.1% - 2.6% 89 - 98 1196 $12 $432 SF 36 feet 4 2.1% - 3.0% 110 - 147 1194 $12 $1,776 SF 148 feet 3 2.1% - 2.6% 180 - 195 1191 $12 $720 SF 60 feet 4 $5,232.00 Total costs for FAIRMOUNT AVENUE SAN PABLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 293 May 2009 ---PAGE BREAK--- N FAIRMOUNT AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street YA0180 . SB0002 YA0180-SB0002-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $176,488.00 Total costs for FAIRMOUNT AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 294 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side HUMBOLDT AVENUE Street Intersection Number Starting Street 00215 . 070148 00215-070148-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 14" 47 - 52 440 $75 $75 JOB 1 feet 1 12" 120 - 131 438 $75 $75 JOB 1 feet 1 12" 158 - 168 439 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1% - 9.2% 0 - 162 1250 $12 $7,776 SF 648 feet 1 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 70" AFF 73 3892 $100 $100 JOB 1 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" high 15 3446 $25 $100 SF 4 feet 3 $8,201.00 Total costs for KEY BOULEVARD HUMBOLDT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 295 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side KNOTT AVENUE Street Intersection Number Starting Street 00215 . 070188 00215-070188-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 0 - 1206 162 $60 $72,360 LF 1206 feet 1 $72,360.00 Total costs for KEY BOULEVARD KNOTT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 296 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side CONLON AVENUE Street Intersection Number Starting Street 00215 . 070256 00215-070256-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 10.1% 0 - 59 1241 $12 $2,832 SF 236 feet 1 $2,832.00 Total costs for KEY BOULEVARD CONLON AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 297 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side NORTH CITY LIMITS Street Intersection Number Starting Street 00215 . NOCILI 00215-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Due to fence: Pedestrian access routes does not connect to one or more of the following components: walking surfaces, ramps, curb ramps, blended transitions, crosswalks, pedestrian overpasses and underpasses, elevators, and platform lifts. • As-Built Description: Distance from Corner ID # PR02A R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: no sidewalk 182 - 317 148 $60 $8,100 LF 135 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.7% 0 - 16 1263 $12 $768 SF 64 feet 4 3.3% - 3.9% 40 - 49 1264 $12 $432 SF 36 feet 3 3.5% - 6.3% 65 - 182 1265 $12 $5,616 SF 468 feet 2 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 25 - 40 2658 $12 $720 SF 60 feet 3 52 - 65 2659 $12 $624 SF 52 feet 3 $16,260.00 Total costs for KEY BOULEVARD NORTH CITY LIMITS starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 298 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side KNOTT AVENUE Street Intersection Number Starting Street 0A0212 . 000020 0A0212-000020-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 285 443 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.4% 244 - 270 1257 $12 $1,248 SF 104 feet 3 no dimensions 288 - 413 1258 $12 $6,000 SF 500 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 0.45" 21 - 41 2676 $100 $100 JOB 1 feet 4 0.5" - 9" 122 - 171 2675 $100 $100 JOB 1 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 18 2866 $25 $100 SF 4 feet 4 0.25" - 0.5" 281 2867 $25 $100 SF 4 feet 4 0.25" - 0.5" 320 2868 $25 $100 SF 4 feet 4 0.25" - 0.5" 350 2869 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 299 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side KNOTT AVENUE Street Intersection Number Starting Street 0A0212 . 000020 0A0212-000020-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 3.75" 33 3447 $25 $100 SF 4 feet 1 2" 131 3448 $25 $100 SF 4 feet 1 2" 151 3449 $25 $100 SF 4 feet 1 2" 288 3450 $25 $100 SF 4 feet 1 3" 342 3451 $25 $100 SF 4 feet 1 2.5" 378 3452 $25 $100 SF 4 feet 1 2.5" 382 3453 $25 $100 SF 4 feet 1 $8,623.00 Total costs for KEY BOULEVARD KNOTT AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 300 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0212 . 070201 0A0212-070201-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39 " 27 305 $100 $100 JOB 1 feet 2 30 " 143 306 $100 $100 JOB 1 feet 1 27" 265 307 $100 $100 JOB 1 feet 1 22" 382 308 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 38" 0 - 9 444 $75 $75 JOB 1 feet 2 33" - 40" 202 - 238 445 $75 $75 JOB 1 feet 1 39" 314 - 318 446 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.7% 9 - 23 2267 $12 $672 SF 56 feet 1 11.8% 166 - 180 2263 $12 $672 SF 56 feet 1 4% 238 - 250 2264 $12 $576 SF 48 feet 3 10.6% 334 - 355 2265 $12 $1,008 SF 84 feet 1 10.9% 428 - 450 2266 $12 $1,056 SF 88 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 301 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0212 . 070201 0A0212-070201-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 8.1% 34 - 166 1261 $12 $6,336 SF 528 feet 1 2.8% - 4% 180 - 238 1259 $12 $2,784 SF 232 feet 3 4.8% - 6.2% 250 - 334 1260 $12 $4,032 SF 336 feet 2 6.9% - 9.2% 355 - 428 1262 $12 $3,504 SF 292 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3766 $12 $300 SF 25 feet 4 4" x 4" 400 3767 $12 $300 SF 25 feet 4 $21,865.00 Total costs for KEY BOULEVARD LIBERTY STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 302 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side CUTTING BOULEVARD Street Intersection Number Starting Street 0A0212 . 0A0133 0A0212-0A0133-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 73 2857 $25 $100 SF 4 feet 4 0.25" - 0.5" 133 2858 $25 $100 SF 4 feet 4 0.25" - 0.5" 151 2859 $25 $100 SF 4 feet 4 0.25" - 0.5" 249 2860 $25 $100 SF 4 feet 4 0.5" - 0.5" 128 - 159 2861 $25 $3,100 SF 124 feet 4 0.5" - 5.0" 222 - 258 2862 $25 $3,600 SF 144 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 66 3436 $25 $100 SF 4 feet 1 3" 85 3437 $25 $100 SF 4 feet 1 3" 89 3438 $25 $100 SF 4 feet 1 4" 230 3439 $25 $100 SF 4 feet 1 $7,500.00 Total costs for KEY BOULEVARD CUTTING BOULEVARD starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 303 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side ELM STREET Street Intersection Number Starting Street 0A0212 . 0A0159 0A0212-0A0159-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 20" 0 287 $100 $100 JOB 1 feet 1 39" 18 288 $100 $100 JOB 1 feet 2 39" 181 289 $100 $100 JOB 1 feet 2 33" 358 290 $100 $100 JOB 1 feet 1 39" 615 291 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39" 2 - 12 436 $75 $75 JOB 1 feet 2 39" 673 - 700 437 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.5% 97 - 121 2239 $12 $1,152 SF 96 feet 3 15.2% 164 - 179 2229 $12 $720 SF 60 feet 1 12.3% 213 - 232 2230 $12 $912 SF 76 feet 1 13.8% 254 - 272 2231 $12 $864 SF 72 feet 1 6.9% 324 - 358 2232 $12 $1,632 SF 136 feet 2 12.7% 358 - 373 2233 $12 $720 SF 60 feet 1 8.5% 446 - 452 2234 $12 $288 SF 24 feet 2 6.6% 462 - 489 2235 $12 $1,296 SF 108 feet 2 10.3% 551 - 566 2236 $12 $720 SF 60 feet 2 6.5% 599 - 613 2237 $12 $672 SF 56 feet 2 14.2% 654 - 669 2238 $12 $720 SF 60 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 304 May 2009 ---PAGE BREAK--- E KEY BOULEVARD Street Side ELM STREET Street Intersection Number Starting Street 0A0212 . 0A0159 0A0212-0A0159-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.8% 0 - 12 1242 $12 $576 SF 48 feet 1 4.0% - 9-5% 121 - 164 1243 $12 $1,104 SF 92 feet 1 2.4% - 2.6% 179 - 213 1244 $12 $4,032 SF 336 feet 3 3% - 4.4% 244 - 254 1245 $12 $480 SF 40 feet 3 2.4% - 4% 272 - 324 1246 $12 $2,496 SF 208 feet 3 2.5% - 3.2% 373 - 389 1247 $12 $768 SF 64 feet 3 4.3% - 4.7% 405 - 434 1248 $12 $1,392 SF 116 feet 3 3.4% - 6.4% 669 - 753 1249 $12 $4,032 SF 336 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3756 $12 $300 SF 25 feet 4 4" x 4" 400 3757 $12 $300 SF 25 feet 4 4" x 4" 600 3758 $12 $300 SF 25 feet 4 4" x 4" 493 - 517 3759 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 414 2863 $25 $100 SF 4 feet 4 $26,526.00 Total costs for KEY BOULEVARD ELM STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 305 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side HUMBOLDT AVENUE Street Intersection Number Starting Street 0A0215 . 070148 0A0215-070148-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 168 292 $100 $100 JOB 1 feet 2 37 341 293 $100 $100 JOB 1 feet 2 35" 547 294 $100 $100 JOB 1 feet 1 39" 682 295 $100 $100 JOB 1 feet 2 39" 850 296 $100 $100 JOB 1 feet 2 30" 913 297 $100 $100 JOB 1 feet 1 36" 1029 298 $100 $100 JOB 1 feet 2 36" 1047 299 $100 $100 JOB 1 feet 2 39" 1069 300 $100 $100 JOB 1 feet 2 36" 1154 301 $100 $100 JOB 1 feet 2 43" 1185 302 $100 $100 JOB 1 feet 2 43" 1190 303 $100 $100 JOB 1 feet 2 43" 1196 304 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39" 536 - 554 441 $75 $75 JOB 1 feet 2 40" 811 - 818 442 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 17.6% 0 - 21 2240 $12 $1,008 SF 84 feet 1 19.7% 73 - 95 2257 $12 $1,056 SF 88 feet 1 15.3% 103 - 125 2242 $12 $1,056 SF 88 feet 1 16.1% 175 - 196 2246 $12 $1,008 SF 84 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 306 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side HUMBOLDT AVENUE Street Intersection Number Starting Street 0A0215 . 070148 0A0215-070148-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 13.1% 207 - 228 2247 $12 $1,008 SF 84 feet 1 14.3% 278 - 298 2248 $12 $960 SF 80 feet 1 11.5% 308 - 330 2249 $12 $1,056 SF 88 feet 1 10.1% 381 - 400 2250 $12 $912 SF 76 feet 1 11.7% 461 - 502 2251 $12 $1,968 SF 164 feet 1 14% 511 - 532 2252 $12 $1,008 SF 84 feet 1 14.7% 586 - 608 2253 $12 $1,056 SF 88 feet 1 17% 616 - 637 2254 $12 $1,008 SF 84 feet 1 12.1% 691 - 711 2255 $12 $960 SF 80 feet 1 13.7% 723 - 742 2256 $12 $912 SF 76 feet 1 15.2% 788 - 811 2258 $12 $1,104 SF 92 feet 1 10.9% 823 - 841 2259 $12 $864 SF 72 feet 1 9.5% 888 - 908 2260 $12 $960 SF 80 feet 1 7.2% 913 - 939 2261 $12 $1,248 SF 104 feet 2 9.1% 973 - 994 2262 $12 $1,008 SF 84 feet 1 9% 1002 - 1026 2241 $12 $1,152 SF 96 feet 1 2.2% 1048 - 1069 2243 $12 $1,008 SF 84 feet 4 10.3% 1071 - 1093 2244 $12 $1,056 SF 88 feet 1 6.2% 1114 - 1139 2245 $12 $1,200 SF 100 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.5% 21 - 73 1251 $12 $2,496 SF 208 feet 3 2.7% - 4.6% 400 - 461 1252 $12 $2,928 SF 244 feet 3 5.2% 502 - 511 1253 $12 $432 SF 36 feet 2 3.3% - 3.5% 652 - 711 1254 $12 $2,832 SF 236 feet 3 2.6% - 4.3% 746 - 788 1255 $12 $2,016 SF 168 feet 3 2.7% - 7.6% 854 - 888 1256 $12 $1,632 SF 136 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3760 $12 $300 SF 25 feet 4 4" x 4" 400 3761 $12 $300 SF 25 feet 4 4" x 4" 600 3762 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 307 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side HUMBOLDT AVENUE Street Intersection Number Starting Street 0A0215 . 070148 0A0215-070148-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 4" x 4" 800 3763 $12 $300 SF 25 feet 4 4" x 4" 1000 3764 $12 $300 SF 25 feet 4 4" x 4" 1200 3765 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 63" 547 - 586 3928 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 196 2864 $25 $100 SF 4 feet 4 0.25" - 0.5" 202 2865 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 152 3440 $25 $100 SF 4 feet 1 1.4" 269 3441 $25 $100 SF 4 feet 1 1.75" 611 3442 $25 $100 SF 4 feet 1 2" 672 3443 $25 $100 SF 4 feet 1 1.5" 816 3444 $25 $100 SF 4 feet 1 1" 871 3445 $25 $100 SF 4 feet 1 $41,037.00 Total costs for KEY BOULEVARD HUMBOLDT AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 308 May 2009 ---PAGE BREAK--- W KEY BOULEVARD Street Side HUMBOLDT AVENUE Street Intersection Number Starting Street 0A0215 . 070148 0A0215-070148-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $205,204.00 Total costs for KEY BOULEVARD S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 309 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side CARBRILLO STREET Street Intersection Number Starting Street 0C0206 . 050001 0C0206-050001-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 46 - 82 448 $75 $75 JOB 1 feet 2 36" 100 - 146 447 $75 $75 JOB 1 feet 2 $150.00 Total costs for MANILA AVENUE CARBRILLO STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 310 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0C0206 . 050057 0C0206-050057-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" - 44" 121 451 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.3% 112 - 121 2270 $12 $432 SF 36 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 4.3% 0 - 52 1271 $12 $2,496 SF 208 feet 3 2.8% - 3.7% 126 - 169 1273 $12 $2,064 SF 172 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3769 $12 $12 SF 1 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 311 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0C0206 . 050057 0C0206-050057-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 15 2874 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 52 3454 $25 $100 SF 4 feet 1 $5,279.00 Total costs for MANILA AVENUE EVERETT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 312 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0C0206 . 050057 0C0206-050057-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 10" 77 450 $75 $75 JOB 1 feet 1 43" 192 - 212 452 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 5.6% 8 - 41 1274 $12 $1,584 SF 132 feet 2 2.6% 97 - 104 1275 $12 $336 SF 28 feet 3 2.4% - 3.5% 114 - 172 1272 $12 $2,784 SF 232 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3770 $12 $300 SF 25 feet 4 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 12.8% 0 - 8 2582 $12 $384 SF 32 feet 2 $5,538.00 Total costs for MANILA AVENUE EVERETT STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 313 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side LAWRENCE STREET Street Intersection Number Starting Street 0C0206 . 050135 0C0206-050135-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 158 - 175 2275 $12 $816 SF 68 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 5.7% 0 - 72 1284 $12 $3,456 SF 288 feet 2 $4,272.00 Total costs for MANILA AVENUE LAWRENCE STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 314 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side LAWRENCE STREET Street Intersection Number Starting Street 0C0206 . 050135 0C0206-050135-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 33" 85 - 92 453 $75 $75 JOB 1 feet 1 42" 96 - 105 454 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 65 - 80 2276 $12 $720 SF 60 feet 4 4.2% 108 - 124 2274 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1% 0 - 4 1283 $12 $192 SF 16 feet 3 3.3% - 4.4% 33 - 55 1286 $12 $1,056 SF 88 feet 3 3.6% 80 - 93 1287 $12 $624 SF 52 feet 3 2.7% - 4.1% 124 - 208 1285 $12 $4,032 SF 336 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 124 2875 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 315 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side LAWRENCE STREET Street Intersection Number Starting Street 0C0206 . 050135 0C0206-050135-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $7,642.00 Total costs for MANILA AVENUE LAWRENCE STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 316 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0206 . 050230 0C0206-050230-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 45" 0 - 60 458 $75 $75 JOB 1 feet 2 39" 96 - 106 460 $75 $75 JOB 1 feet 2 39" 205 - 208 459 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8% 28 - 36 1307 $12 $384 SF 32 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 4.2% - 18.1% 0 2584 $12 $192 SF 16 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 52 2879 $25 $100 SF 4 feet 4 0.25" - 0.5" 158 2884 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 317 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0206 . 050230 0C0206-050230-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 106 3457 $25 $100 SF 4 feet 1 0.50" 125 3458 $25 $100 SF 4 feet 3 $1,201.00 Total costs for MANILA AVENUE NORVELL STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 318 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0C0206 . 050230 0C0206-050230-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 2.9% 148 - 156 1305 $12 $384 SF 32 feet 3 2.6% 200 - 208 1306 $12 $384 SF 32 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3774 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 99 2880 $25 $100 SF 4 feet 4 0.25" - 0.5" 110 2881 $25 $100 SF 4 feet 4 0.25" - 0.5" 120 2882 $25 $100 SF 4 feet 4 0.25" - 0.5" 131 2883 $25 $100 SF 4 feet 4 $1,468.00 Total costs for MANILA AVENUE NORVELL STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 319 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side RIVERA STREET Street Intersection Number Starting Street 0C0206 . 050255 0C0206-050255-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 74 - 81 461 $75 $525 JOB 7 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% 24 - 32 1318 $12 $384 SF 32 feet 3 2.7% 109 - 116 1317 $12 $336 SF 28 feet 3 $1,245.00 Total costs for MANILA AVENUE RIVERA STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 320 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side SCOTT STREET Street Intersection Number Starting Street 0C0206 . 0B0098 0C0206-0B0098-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 25" - 40" 113 - 204 462 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 4.4% 0 - 18 1321 $12 $864 SF 72 feet 3 2.8% 28 - 34 1323 $12 $288 SF 24 feet 3 2.5% - 5.5% 78 - 104 1324 $12 $1,248 SF 104 feet 2 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3637 $45 $225 LF 5 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 172 2886 $25 $100 SF 4 feet 4 $2,800.00 Total costs for MANILA AVENUE SCOTT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 321 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side SCOTT STREET Street Intersection Number Starting Street 0C0206 . 0B0098 0C0206-0B0098-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30" 2 - 8 463 $75 $75 JOB 1 feet 1 40" 99 - 119 464 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 3.2% 106 - 119 1322 $12 $624 SF 52 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 67 2885 $25 $100 SF 4 feet 4 $874.00 Total costs for MANILA AVENUE SCOTT STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 322 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0C0206 . 0C0224 0C0206-0C0224-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% 21 - 25 1299 $12 $192 SF 16 feet 4 5.5% 117 - 122 1298 $12 $240 SF 20 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 40 2877 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 159 3456 $25 $100 SF 4 feet 2 $632.00 Total costs for MANILA AVENUE NAVELLIER STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 323 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side NOBLE COURT Street Intersection Number Starting Street 0C0206 . NOBLEC 0C0206-NOBLEC-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 74 - 79 457 $75 $75 JOB 1 feet 2 36" 155 - 187 456 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% 10 - 21 2282 $12 $528 SF 44 feet 3 3.5% 125 - 136 2283 $12 $528 SF 44 feet 3 4.9% 299 - 310 2284 $12 $528 SF 44 feet 3 4.4% 349 - 366 2285 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% 0 - 8 1300 $12 $384 SF 32 feet 4 2.3% - 7.3% 52 - 66 1304 $12 $672 SF 56 feet 2 2.3% - 4.6% 206 - 228 1301 $12 $1,056 SF 88 feet 3 3.8% - 7.1% 282 - 299 1302 $12 $816 SF 68 feet 2 2.5%- 5.5% 369 - 435 1303 $12 $3,168 SF 264 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 324 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side NOBLE COURT Street Intersection Number Starting Street 0C0206 . NOBLEC 0C0206-NOBLEC-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3773 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 76" 21 - 43 3929 $75 $75 JOB 1 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 6.4% - 24.4% 277 - 282 2583 $12 $240 SF 20 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 105 2878 $25 $100 SF 4 feet 4 $9,361.00 Total costs for MANILA AVENUE NOBLE COURT starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 325 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0C0213 . 050047 0C0213-050047-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 159 - 204 449 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 103 - 131 2268 $12 $1,344 SF 112 feet 3 2.8% 131 - 148 2269 $12 $816 SF 68 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.4% - 7.7% 0 - 77 1266 $12 $3,696 SF 308 feet 2 5.6% 77 - 88 1270 $12 $528 SF 44 feet 2 4.6% - 7.0% 117 - 131 1267 $12 $672 SF 56 feet 2 2.5% - 7.0% 148 - 167 1268 $12 $912 SF 76 feet 2 2.7% - 6.7% 182 - 204 1269 $12 $1,056 SF 88 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3768 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 326 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0C0213 . 050047 0C0213-050047-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 18 2870 $25 $100 SF 4 feet 4 0.25" - 0.5" 23 2871 $25 $100 SF 4 feet 4 0.25" - 0.5" 167 2872 $25 $100 SF 4 feet 4 0.25" - 0.5" 182 2873 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 54 - 70 2622 $10 $640 SF 64 feet 3 patch 92 - 117 2623 $10 $1,000 SF 100 feet 3 $11,439.00 Total costs for MANILA AVENUE ELM STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 327 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0C0213 . 050170 0C0213-050170-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 57 - 61 455 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 20 - 43 2278 $12 $1,104 SF 92 feet 4 5.8% 40 - 69 2280 $12 $1,392 SF 116 feet 2 5.2% 88 - 100 2281 $12 $576 SF 48 feet 2 3.2% 117 - 141 2277 $12 $1,152 SF 96 feet 3 8.6% 318 - 355 2279 $12 $1,776 SF 148 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 3.6% 0 - 20 1288 $12 $960 SF 80 feet 3 4.7% - 6.2% 0 - 40 1289 $12 $1,920 SF 160 feet 2 2.5% - 3.1% 43 - 64 1295 $12 $1,008 SF 84 feet 3 2.4% - 6.8% 69 - 73 1297 $12 $192 SF 16 feet 2 2.6% - 4.6% 100 - 147 1290 $12 $2,256 SF 188 feet 3 2.3% - 2.6% 150 - 165 1291 $12 $720 SF 60 feet 4 3.4% - 3.6% 158 - 208 1292 $12 $2,400 SF 200 feet 3 3.5% - 5.3% 191 - 212 1293 $12 $1,008 SF 84 feet 2 2.4% - 2.7% 383 - 393 1294 $12 $480 SF 40 feet 4 2.4% - 3.0% 446 - 469 1296 $12 $1,104 SF 92 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 328 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0C0213 . 050170 0C0213-050170-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3772 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 465 2876 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.0" 88 3455 $25 $100 SF 4 feet 1 $18,623.00 Total costs for MANILA AVENUE LIBERTY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 329 May 2009 ---PAGE BREAK--- N MANILA AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0213 . 0A0313 0C0213-0A0313-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.8% 78 - 96 2287 $12 $864 SF 72 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 6.0% 53 - 83 1312 $12 $1,440 SF 120 feet 2 2.3% - 2.7% 96 - 123 1316 $12 $1,296 SF 108 feet 3 2.7% 136 - 145 1310 $12 $432 SF 36 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3775 $12 $300 SF 25 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.0" 70 3461 $25 $100 SF 4 feet 1 2.5" 78 3462 $25 $100 SF 4 feet 1 $4,532.00 Total costs for MANILA AVENUE RICHMOND STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 330 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0213 . 0A0313 0C0213-0A0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.1% 76 - 88 2286 $12 $576 SF 48 feet 2 5.3% 97 - 113 2288 $12 $768 SF 64 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 8.3% - 8.7% 0 - 7 1308 $12 $336 SF 28 feet 2 2.3% - 5.5% 7 - 26 1314 $12 $912 SF 76 feet 2 2.0% - 8.6% 26 - 66 1311 $12 $1,920 SF 160 feet 2 2.7% - 5.7% 66 - 76 1313 $12 $480 SF 40 feet 2 4.1% - 4.7% 88 - 97 1315 $12 $432 SF 36 feet 3 5.7% - 7.7% 113 - 197 1309 $12 $4,032 SF 336 feet 2 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 17.3% 196 - 205 2585 $12 $432 SF 36 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.75" 7 3459 $25 $100 SF 4 feet 1 2.5" 56 3460 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 331 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0213 . 0A0313 0C0213-0A0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $10,088.00 Total costs for MANILA AVENUE RICHMOND STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 332 May 2009 ---PAGE BREAK--- S MANILA AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0C0213 . 0A0313 0C0213-0A0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $85,144.00 Total costs for MANILA AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 333 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side BATES DRIVE Street Intersection Number Starting Street 0A0228 . 030042 0A0228-030042-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 416 5927 $60 $24,960 LF 416 feet 1 $24,960.00 Total costs for MOESER LANE BATES DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 334 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0A0228 . 030079 0A0228-030079-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 310 5926 $60 $18,600 LF 310 feet 1 $18,600.00 Total costs for MOESER LANE CONTRA COSTA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 335 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side KING DRIVE Street Intersection Number Starting Street 0A0228 . 030153 0A0228-030153-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 266 5925 $60 $15,960 LF 266 feet 1 $15,960.00 Total costs for MOESER LANE KING DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 336 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0A0228 . 030233 0A0228-030233-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 335 5924 $60 $20,100 LF 335 feet 1 $20,100.00 Total costs for MOESER LANE SHELVIN DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 337 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side TERRACE DRIVE Street Intersection Number Starting Street 0A0228 . 0B0170 0A0228-0B0170-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 138 5928 $60 $8,280 LF 138 feet 1 $8,280.00 Total costs for MOESER LANE TERRACE DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 338 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0A0234 . 040076 0A0234-040076-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 360 5937 $60 $21,600 LF 360 feet 1 $21,600.00 Total costs for MOESER LANE CONTRA COSTA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 339 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side KING DRIVE Street Intersection Number Starting Street 0A0234 . 040222 0A0234-040222-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 610 5938 $60 $36,600 LF 610 feet 1 $36,600.00 Total costs for MOESER LANE KING DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 340 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0A0234 . 0A0001 0A0234-0A0001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 127 - 130 5931 $75 $75 JOB 1 feet 1 24" 161 - 165 5932 $75 $75 JOB 1 feet 1 24" 173 - 177 5933 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9% - 4.7% 0 - 196 5929 $12 $9,408 SF 784 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 52 5930 REF feet 1 $9,633.00 Total costs for MOESER LANE ARLINGTON BOULEVARD starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 341 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side TERRACE DRIVE (EAST) Street Intersection Number Starting Street 0A0234 . 0B0170 0A0234-0B0170-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 417 5934 $60 $25,020 LF 417 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 38" 417 - 425 5935 $75 $75 JOB 1 feet 2 $25,095.00 Total costs for MOESER LANE TERRACE DRIVE (EAST) starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 342 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side TERRACE DRIVE (WEST) Street Intersection Number Starting Street 0A0234 . 0B0170 0A0234-0B0170-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 242 5936 $60 $14,520 LF 242 feet 1 $14,520.00 Total costs for MOESER LANE TERRACE DRIVE (WEST) starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 343 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 41" to storm drain 717 - 725 5972 $12 $384 SF 32 feet 3 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03AREF R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 37" to telephone pole 706 - 707 5970 REF feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" - 38" 143 - 641 5950 $1,000 $1,000 JOB 1 feet 1 34" 766 - 816 5973 $350 $350 JOB 1 feet 2 12" 880 - 892 5989 $75 $75 JOB 1 feet 1 24" 910 - 934 5994 $150 $150 JOB 1 feet 1 34" 1026 - 1064 5997 $150 $150 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 13.8% - 15% 682 - 704 5966 $12 $1,152 SF 96 feet 1 10.5% - 11.5% 725 - 747 5968 $12 $1,056 SF 88 feet 1 12.3% 816 - 835 5986 $12 $912 SF 76 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 344 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 11% 853 - 880 5988 $12 $1,296 SF 108 feet 1 6.3% 884 - 910 5990 $12 $1,248 SF 104 feet 3 10% 958 - 978 5992 $12 $960 SF 80 feet 1 11.2% - 12.9% 1002 - 1025 5995 $12 $1,104 SF 92 feet 1 9.4% 1064 - 1081 5998 $12 $816 SF 68 feet 2 12.1% - 12.6% 1122 - 1154 6000 $12 $1,536 SF 128 feet 1 16.4% 1220 - 1235 5978 $12 $720 SF 60 feet 1 7.6% 1253 - 1276 5980 $12 $1,104 SF 92 feet 2 14.5% 1289 - 1306 5982 $12 $816 SF 68 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.4% 132 - 212 5948 $12 $3,840 SF 320 feet 4 2.4% - 5.6% 273 - 682 5952 $12 $19,632 SF 1636 feet 2 3.2% - 4.3% 704 - 725 5967 $12 $1,008 SF 84 feet 3 2.3% - 4.8% 766 - 816 5974 $12 $2,400 SF 200 feet 2 2.3% - 3.8% 835 - 853 5987 $12 $864 SF 72 feet 3 3.5% - 4.4% 910 - 958 5991 $12 $2,304 SF 192 feet 2 3.2% 979 - 1002 5993 $12 $960 SF 80 feet 3 2.9% - 4.5% 1026 - 1064 5996 $12 $1,824 SF 152 feet 2 5% - 5.4% 1081 - 1122 5999 $12 $1,968 SF 164 feet 1 3.4% - 6.9% 1154 - 1219 6002 $12 $3,120 SF 260 feet 1 3% - 4.2% 1235 - 1253 5979 $12 $384 SF 32 feet 2 2.6% 1276 - 1289 5981 $12 $624 SF 52 feet 4 5.4% 1306 - 1375 5983 $12 $3,312 SF 276 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 314 5956 REF feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 345 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Opening at grating on pedestrian access route surface more than 1/2" diameter sphere. • As-Built Description: Distance from Corner ID # PR20B R301.7.1 1133B.7.2 TBD 4.5.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide new grating consisting of opennings less than 1/2" in diameter, placed perpendicular to the dominant direction of travel. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1120 5975 $100 $100 JOB 1 feet 2 1197 5976 $100 $100 JOB 1 feet 2 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 48" - 79" high 1233 - 1239 5984 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: Cracked utility box 665 5969 $250 $250 JOB 1 feet 2 0.5" 779 5985 $25 $300 SF 12 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 132 5951 REF feet 3 0.5" 716 5971 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 346 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 256 5953 $25 $100 SF 4 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BNT R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: Cracked utility box 1217 5977 $250 $250 JOB 1 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 273 5954 REF feet 2 0.75" 282 5955 REF feet 2 0.75" 324 5957 REF feet 2 0.75" 340 5958 REF feet 2 0.625" 373 5959 REF feet 3 0.75" 440 5960 REF feet 2 1" 602 5962 REF feet 1 1" 611 5964 REF feet 1 2" 621 5965 REF feet 1 1" 1090 6001 REF feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 347 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 54 - 132 5949 $10 $3,120 SF 312 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18AREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 473 - 520 5961 REF feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 1190 - 1220 6003 $12 $1,440 SF 120 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 602 - 641 5963 REF feet 3 $62,804.00 Total costs for MOESER LANE SEAVIEW DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 348 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0A0240 . 030220 0A0240-030220-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 0 - 570 5921 $60 $34,200 LF 570 feet 1 $34,200.00 Total costs for MOESER LANE SEAVIEW DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 349 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side AVIS DRIVE Street Intersection Number Starting Street 0A0240 . 0C0015 0A0240-0C0015-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.3% - 8.1% 514 - 535 5900 $12 $1,008 SF 84 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 8.4% 0 - 303 5884 $12 $18,180 SF 1515 feet 1 2.2% - 3.7% 401 - 489 5890 $12 $5,280 SF 440 feet 3 3.9% 510 - 514 5898 $12 $192 SF 16 feet 3 Due to old fence: An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Replace or repair fence. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 13" 211 - 501 5888 $45 $13,050 LF 290 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 3" 147 - 501 5886 REF feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 350 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side AVIS DRIVE Street Intersection Number Starting Street 0A0240 . 0C0015 0A0240-0C0015-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 406 5891 REF feet 3 0.5" 448 5895 REF feet 3 At utility box: Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 536 5901 $25 $100 SF 4 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 53 5885 REF feet 1 0.625" 196 5887 REF feet 3 0.625" 281 5889 REF feet 3 1" 415 5892 REF feet 1 2" 426 5893 REF feet 1 0.75" 436 5894 REF feet 2 0.625" 479 5896 REF feet 3 0.625" 489 5897 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 351 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side AVIS DRIVE Street Intersection Number Starting Street 0A0240 . 0C0015 0A0240-0C0015-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility At manhole cover pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18ANT R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide smooth surface by replacing cover. Walkway Surface Severity Fiscal Year PWD O/R Note: 512 5899 $250 $250 JOB 1 feet 2 $38,060.00 Total costs for MOESER LANE AVIS DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 352 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0A0240 . 0C0299 0A0240-0C0299-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30" - 38" 136 - 203 5941 $850 $850 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 4.5% 0 - 107 5939 $12 $5,136 SF 428 feet 2 2.5% - 4.5% 140 - 195 5940 $12 $2,640 SF 220 feet 2 2.4% - 5.0% 216 - 409 5944 $12 $9,264 SF 772 feet 2 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 14 5942 $100 $100 JOB 1 feet 2 2" 107 5943 $100 $100 JOB 1 feet 1 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.75" 310 5945 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 353 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0A0240 . 0C0299 0A0240-0C0299-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 331 5946 REF feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 340 - 366 5947 REF feet 3 $18,090.00 Total costs for MOESER LANE SHELVIN DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 354 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side GALVIN DRIVE Street Intersection Number Starting Street 0A0240 . X30115 0A0240-X30115-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 423 - 616 5918 $60 $11,580 LF 193 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 20" - 33" 388 - 423 5917 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.8% - 11.8% 120 - 148 5906 $12 $1,344 SF 112 feet 1 8.5% - 10.4% 184 - 204 5909 $12 $960 SF 80 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10AREF R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.1% - 14% 260 - 287 5913 REF feet 1 8.4% - 13% 298 - 318 5915 REF feet 1 10.3% - 10.5% 355 - 376 5916 REF feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 355 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side GALVIN DRIVE Street Intersection Number Starting Street 0A0240 . X30115 0A0240-X30115-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.1% - 7.2% 0 - 25 5902 $12 $1,200 SF 100 feet 1 2.7% - 6.1% 57 - 110 5904 $12 $2,544 SF 212 feet 1 2.2% - 2.7% 155 - 184 5907 $12 $1,392 SF 116 feet 4 3.4% - 8.8% 204 - 423 5911 $12 $10,512 SF 876 feet 1 At Utility box: An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 2" x 15" holes 290 - 293 5914 REF feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40AREF R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 5919 REF feet 4 4" x 4" 400 5920 REF feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 184 5908 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 356 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side GALVIN DRIVE Street Intersection Number Starting Street 0A0240 . X30115 0A0240-X30115-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375" 25 5903 REF feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.625" 57 5905 REF feet 3 1.5" 194 5910 REF feet 1 0.625" 245 5912 REF feet 3 $29,707.00 Total costs for MOESER LANE GALVIN DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 357 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0246 . 020069 0A0246-020069-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 5.0% 0 - 33 5845 $12 $1,584 SF 132 feet 2 2.7% - 5.2% 115 - 179 5848 $12 $3,072 SF 256 feet 2 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 9.6% - 10.4% 78 - 99 5846 $12 $1,008 SF 84 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375" 105 5847 $25 $100 SF 4 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 165 5849 REF feet 3 $5,764.00 Total costs for MOESER LANE EVERETT STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 358 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0246 . 050056 0A0246-050056-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 38" 218 - 224 6087 $100 $100 JOB 1 feet 3 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 46" wide 0 - 44 6070 $75 $13,200 JOB 176 feet 2 56 - 62 6075 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.6% 44 - 56 6072 $12 $576 SF 48 feet 3 27% 94 - 103 6077 $12 $432 SF 36 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 10.8% 56 - 94 6073 $12 $1,824 SF 152 feet 1 3.0% - 3.3% 184 - 227 6078 $12 $2,064 SF 172 feet 3 2.5% 238 - 245 6088 $12 $336 SF 28 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 359 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0246 . 050056 0A0246-050056-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" 129 6083 REF feet 4 0.5" 145 6084 REF feet 4 0.75" 211 6086 REF feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 36 6071 $75 $13,200 JOB 176 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 0 6079 $25 $100 SF 4 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 239 6089 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 360 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0246 . 050056 0A0246-050056-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 22 6081 REF feet 2 1" 33 6082 REF feet 1 0.75" 160 6085 REF feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18AREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 94 - 103 6076 REF feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 12 - 33 6080 $12 $1,008 SF 84 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 44 - 69 6074 REF feet 3 $32,915.00 Total costs for MOESER LANE EVERETT STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 361 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0246 . YA0308 0A0246-YA0308-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.2% - 2.4% 70 - 91 5840 $12 $1,008 SF 84 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 2.4% 0 - 7 5834 $12 $336 SF 28 feet 4 2.6% - 3.1% 123 - 167 5843 $12 $2,112 SF 176 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 24 5836 $100 $100 JOB 1 feet 2 1" 47 5838 $100 $100 JOB 1 feet 2 0.75" 91 5841 $100 $100 JOB 1 feet 3 0.75" 175 5844 $100 $400 JOB 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.625" 12 5835 $25 $100 SF 4 feet 3 1" 39 5837 $25 $100 SF 4 feet 1 1" 70 5839 $25 $100 SF 4 feet 1 0.625" 123 5842 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 362 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0246 . YA0308 0A0246-YA0308-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $4,556.00 Total costs for MOESER LANE RICHMOND STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 363 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side ELM STREET Street Intersection Number Starting Street 0A0254 . 050031 0A0254-020032-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 34" 93 5832 $75 $75 JOB 1 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.625" 0 5831 $25 $100 SF 4 feet 3 1" 166 5833 $25 $100 SF 4 feet 1 $275.00 Total costs for MOESER LANE ELM STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 364 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0254 . 020114 0A0254-020114-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 201 - 223 5820 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.8% - 3.8% 102 - 118 5813 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.4% 0 - 41 5800 $12 $1,968 SF 164 feet 3 3.4% - 3.5% 64 - 87 5804 $12 $1,104 SF 92 feet 3 3.2% - 3.8% 141 - 171 5817 $12 $1,440 SF 120 feet 3 2.4% - 4.2% 227 - 276 5821 $12 $2,352 SF 196 feet 2 No detectable warning surface provided a curb ramp, landing, or blended transition connects to a crosswalk. • As-Built Description: Distance from Corner ID # PC53DREF R303.3.2 TBD 4.7.7 PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Install a 36" long truncated dome surface. Detectable Warnings Severity Fiscal Year PWD O/R Note: 75 5807 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 365 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0254 . 020114 0A0254-020114-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30ANT 1133B.8.1 TBD PCODE CSAS Total Unit Cost Qty As-is Measurement • Proposed Solution: Fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 5" - 6" 56 - 70 5805 $12 $168 LF 14 feet 1 The slope of the gutter area or street at the foot of a curb ramp or blended transition exceeds 1:20 in the direction of the pedestrian crossing. • As-Built Description: Distance from Corner ID # PC70DREF R303.3.5 1127B.5.3 TBD 4.7.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish gutter or street area as required and provide new. Gutter Severity Fiscal Year PWD O/R Note: 9.3% 75 5812 REF feet 2 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 134 5816 $100 $100 JOB 1 feet 2 2" x 6" 175 5818 $100 $100 JOB 1 feet 2 2" x 6" 193 5819 $100 $100 JOB 1 feet 2 Slope of flare(s) along curb at perpendicular curb ramp exceed(s) 10%. • As-Built Description: Distance from Corner ID # PC08DREF R303.2.1.4 1127B.5.3 TBD PCODE ADAPROW CSAS Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing flare(s) and provide new sloped at 10% max. Curb ramp run to remain. Ramp Flare Severity Fiscal Year PWD O/R Note: Right:15.5% f 75 5811 REF feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 366 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0254 . 020114 0A0254-020114-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. • As-Built Description: Distance from Corner ID # PC06AREF R303.2.1.3 1127B.5.4 TBD 4.8.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Ramp Landing Severity Fiscal Year PWD O/R Note: 3.5% 75 5810 REF feet 3 Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. • As-Built Description: Distance from Corner ID # PC03A R303.2.1.1 1127B.5.3 TBD 4.7.2; 4.8.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Ramp Slope Severity Fiscal Year PWD O/R Note: 9.8% 75 5808 $2,800 $2,800 JOB 1 feet 3 A vertical level change exceeds 1/4" on a curb ramp, landing, blended transition, or gutter area within the pedestrian access route. • As-Built Description: Distance from Corner ID # PC66DREF TBD 4.5.2 PCODE ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish elements (ramps, landings, routes, gutters) as required and provide new. Ramp Transition Severity Fiscal Year PWD O/R Note: 0.75" 75 5809 REF feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 15 5801 REF feet 3 0.5" 41 5803 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 367 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0254 . 020114 0A0254-020114-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 30 5802 REF feet 2 0.625" 61 5806 REF feet 3 0.75" 102 5814 REF feet 2 1" 118 5815 REF feet 1 $10,975.00 Total costs for MOESER LANE LEXINGTON AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 368 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0254 . 020129 0A0254-020129-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 33" - 36" 0 - 75 5822 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% - 3.3% 76 - 87 5823 $12 $528 SF 44 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.75" 87 5824 $100 $100 JOB 1 feet 3 0.75" 135 5827 $100 $100 JOB 1 feet 3 0.625" 153 5830 $100 $100 JOB 1 feet 4 0.75" 172 5828 $100 $100 JOB 1 feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 65" high 182 - 189 5829 $75 $75 JOB 1 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 369 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0254 . 020129 0A0254-020129-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 112 5825 $25 $100 SF 4 feet 2 0.75" 122 5826 $25 $100 SF 4 feet 2 $1,278.00 Total costs for MOESER LANE LIBERTY STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 370 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side ELM COURT Street Intersection Number Starting Street 0A0246 . 050031 0A0254-050031-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" - 40" 9 - 23 6105 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% 0 - 23 6104 $12 $1,104 SF 92 feet 2 2.3% - 2.4% 66 - 78 6107 $12 $576 SF 48 feet 4 2.7% - 3.4% 105 - 167 6108 $12 $2,976 SF 248 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 2" 95 6113 $100 $100 JOB 1 feet 1 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24BREF R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 28" - 79" 9 - 23 6106 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 371 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side ELM COURT Street Intersection Number Starting Street 0A0246 . 050031 0A0254-050031-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 72 6109 $400 $400 JOB 1 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 38 6110 $25 $100 SF 4 feet 3 0.5" 82 6112 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 138 6114 $25 $100 SF 4 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 65 6111 REF feet 2 $5,556.00 Total costs for MOESER LANE ELM COURT starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 372 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY COURT Street Intersection Number Starting Street 0A0246 . 050159 0A0254-050159-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 34" at tree planter 379 - 386 6152 $12 $336 SF 28 feet 2 The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03AREF R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 42" at tree planter 290 - 297 6149 REF feet 3 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 46" to telephone pole 175 6144 $100 $100 JOB 1 feet 4 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.8% - 7.1% 180 - 219 6141 $12 $1,872 SF 156 feet 2 7.2% - 8.2% 462 - 501 6155 $12 $1,872 SF 156 feet 2 2.2% - 3.4% 685 - 709 6158 $12 $1,152 SF 96 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 373 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY COURT Street Intersection Number Starting Street 0A0246 . 050159 0A0254-050159-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.6% 0 - 42 6124 $12 $2,016 SF 168 feet 3 2.4% - 3.7% 56 - 92 6127 $12 $1,728 SF 144 feet 3 3.2% - 4.8% 101 - 126 6138 $12 $1,200 SF 100 feet 2 2.5% 286 - 305 6148 $12 $912 SF 76 feet 4 5.7% 709 - 714 6159 $12 $240 SF 20 feet 1 No detectable warning surface provided a curb ramp, landing, or blended transition connects to a crosswalk. • As-Built Description: Distance from Corner ID # PC53DREF R303.3.2 TBD 4.7.7 PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Install a 36" long truncated dome surface. Detectable Warnings Severity Fiscal Year PWD O/R Note: 104 - 122 6134 REF feet 3 The slope of the gutter area or street at the foot of a curb ramp or blended transition exceeds 1:20 in the direction of the pedestrian crossing. • As-Built Description: Distance from Corner ID # PC70DREF R303.3.5 1127B.5.3 TBD 4.7.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish gutter or street area as required and provide new. Gutter Severity Fiscal Year PWD O/R Note: 9.0% 104 - 122 6137 REF feet 2 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" 314 6150 $100 $100 JOB 1 feet 4 0.75" 359 6151 $100 JOB feet 3 0.5" 427 6153 $100 $100 JOB 1 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 374 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY COURT Street Intersection Number Starting Street 0A0246 . 050159 0A0254-050159-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 91 6132 REF feet 1 0.5" 270 6146 REF feet 4 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 20 6125 $400 $400 JOB 1 feet 2 23 6126 $400 $400 JOB 1 feet 2 160 6142 $400 $400 JOB 1 feet 2 533 6157 $400 $400 JOB 1 feet 2 Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. • As-Built Description: Distance from Corner ID # PC06AREF R303.2.1.3 1127B.5.4 TBD 4.8.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Ramp Landing Severity Fiscal Year PWD O/R Note: 4.3% 104 - 122 6135 REF feet 3 Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. • As-Built Description: Distance from Corner ID # PC03A R303.2.1.1 1127B.5.3 TBD 4.7.2; 4.8.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. Ramp Slope Severity Fiscal Year PWD O/R Note: 9.3% 104 - 122 6133 $2,800 $2,800 JOB 1 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 375 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY COURT Street Intersection Number Starting Street 0A0246 . 050159 0A0254-050159-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility A vertical level change exceeds 1/4" on a curb ramp, landing, blended transition, or gutter area within the pedestrian access route. • As-Built Description: Distance from Corner ID # PC66DREF TBD 4.5.2 PCODE ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Demolish elements (ramps, landings, routes, gutters) as required and provide new. Ramp Transition Severity Fiscal Year PWD O/R Note: 2" 104 - 122 6136 REF feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 0 6128 REF feet 3 0.5" 19 6129 REF feet 3 0.5" 46 6130 REF feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 159 6143 $25 $100 SF 4 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 73 6131 REF feet 1 0.75" 126 6139 REF feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 376 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY COURT Street Intersection Number Starting Street 0A0246 . 050159 0A0254-050159-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 226 - 235 6145 $12 $432 SF 36 feet 3 270 - 279 6147 $12 $432 SF 36 feet 3 458 - 462 6154 $12 $192 SF 16 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 180 - 219 6140 REF feet 3 471 - 501 6156 REF feet 3 $17,184.00 Total costs for MOESER LANE LIBERTY COURT starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 377 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0246 . 050168 0A0254-050168-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.4% 28 - 48 6116 $12 $960 SF 80 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% 0 - 8 6115 $12 $384 SF 32 feet 4 3.9% - 5.1% 48 - 103 6121 $12 $2,640 SF 220 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 20 6118 $25 $100 SF 4 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 28 6119 REF feet 3 0.5" 74 6123 REF feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 378 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0246 . 050168 0A0254-050168-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 48 6120 REF feet 2 0.75" 63 6122 REF feet 2 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 48 - 55 6117 REF feet 3 $4,084.00 Total costs for MOESER LANE LIBERTY STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 379 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0246 . 0A0311 0A0254-0A0311-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The clear width of the pedestrian access route is less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR03AREF R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the existing pedestrian access route as necessary to provide the required 48" minimum width. Continuous Width Severity Fiscal Year PWD O/R Note: 38" to telphone pole 103 6099 REF feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 43" 71 - 75 6095 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 4.2% 0 - 80 6090 $12 $3,840 SF 320 feet 2 2.3% - 4.5% 91 - 157 6097 $12 $3,168 SF 264 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20AREF R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 1" 59 6093 REF feet 1 0.5" 157 6103 REF feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 380 May 2009 ---PAGE BREAK--- N MOESER LANE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0246 . 0A0311 0A0254-0A0311-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 166 6098 $75 $75 JOB 1 feet 3 40 - 57 6092 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 15 6091 REF feet 3 0.5" 79 6096 REF feet 3 0.5" 136 6102 REF feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 99 6100 REF feet 1 0.75" 116 6101 REF feet 2 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18BREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 73 - 78 6094 REF feet 3 $7,233.00 Total costs for MOESER LANE RICHMOND STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 381 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side SAN PABLO AVE Street Intersection Number Starting Street 0A0254 . SB0001 0A0254-SB0001-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.4% - 9.2% 17 - 39 5788 $12 $1,056 SF 88 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.8% 39 - 63 5789 $12 $1,152 SF 96 feet 3 3.0% - 4.8% 168 - 179 5795 $12 $528 SF 44 feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 36" 96 - 99 5793 $75 $900 JOB 12 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 69 5790 $25 $100 SF 4 feet 3 0.5" 79 5791 $25 $100 SF 4 feet 3 0.5" 139 5794 $25 $300 SF 12 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 382 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side SAN PABLO AVE Street Intersection Number Starting Street 0A0254 . SB0001 0A0254-SB0001-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Due to utility boxes, vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26ANT R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2 when altering area. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 83 - 91 5792 $25 $800 SF 32 feet 3 Due to utility box, vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2 when altering area. Vertical Change Severity Fiscal Year PWD O/R Note: 0.375 11 - 17 5787 REF feet 4 Vertical changes in level exceed 1/2" along the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BNT R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.625" 11 - 17 5786 $25 $100 SF 4 feet 3 $5,036.00 Total costs for MOESER LANE SAN PABLO AVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 383 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0254 . X20097 0A0254-X20097-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 28" - 38" 12 - 49 5797 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.2% 137 - 177 5799 $12 $1,920 SF 160 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 13.3% 0 - 3 5796 $12 $144 SF 12 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 92 5798 $25 $100 SF 4 feet 2 $2,239.00 Total costs for MOESER LANE KEARNEY STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 384 May 2009 ---PAGE BREAK--- S MOESER LANE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0254 . X20097 0A0254-X20097-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $475,304.00 Total costs for MOESER LANE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 385 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side PARK VISTA Street Intersection Number Starting Street 0B0063 . 040271 0B0063-040271-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 90 3994 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 90 315 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 74 - 90 470 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.0% 0 - 64 1339 $12 $3,072 SF 256 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 386 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side PARK VISTA Street Intersection Number Starting Street 0B0063 . 040271 0B0063-040271-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 66" 90 3893 $100 $100 JOB 1 feet 4 $3,359.00 Total costs for NAVELLIER STREET PARK VISTA starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 387 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SEA VIEW PLACE Street Intersection Number Starting Street 0B0063 . 040293 0B0063-040293-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 47 3996 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 189 - 222 487 $75 $75 JOB 1 feet 2 0" 270 - 292 488 $75 $75 JOB 1 feet 1 12" - 41" 292 - 425 489 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.4% 169 - 185 2342 $12 $768 SF 64 feet 2 2.7% 436 - 457 2343 $12 $1,008 SF 84 feet 4 12.5% 487 - 509 2344 $12 $1,056 SF 88 feet 1 18.9% 542 - 562 2345 $12 $960 SF 80 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 4.5% 89 - 133 1386 $12 $2,112 SF 176 feet 3 6.6% - 7.7% 133 - 169 1382 $12 $1,728 SF 144 feet 2 3.1% - 5.8% 185 - 243 1383 $12 $2,784 SF 232 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 388 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SEA VIEW PLACE Street Intersection Number Starting Street 0B0063 . 040293 0B0063-040293-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.3% - 2.7% 378 - 400 1384 $12 $1,056 SF 88 feet 3 2.3% - 4.0% 584 - 674 1385 $12 $4,320 SF 360 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3797 $12 $300 SF 25 feet 4 4" x 4" 400 3798 $12 $300 SF 25 feet 4 4" x 4" 600 3799 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 17 2905 $25 $100 SF 4 feet 4 0.25" - 0.5" 39 2906 $25 $100 SF 4 feet 4 0.25" - 0.5" 72 2907 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 244 - 292 2627 $10 $1,920 SF 192 feet 3 $19,149.00 Total costs for NAVELLIER STREET SEA VIEW PLACE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 389 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side MOESER LANE Street Intersection Number Starting Street 0B0063 . 0A0240 0B0063-0A0240-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.8% 89 - 104 2304 $12 $720 SF 60 feet 3 5.4% 140 - 154 2302 $12 $672 SF 56 feet 2 5.4% 183 - 205 2303 $12 $1,056 SF 88 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 6.0% 50 - 89 1337 $12 $1,872 SF 156 feet 2 2.6% - 3.8% 104 - 140 1334 $12 $1,728 SF 144 feet 3 3.3% 154 - 164 1335 $12 $480 SF 40 feet 3 6.0% - 17.1% 205 - 225 1336 $12 $960 SF 80 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3783 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 59 2893 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 390 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side MOESER LANE Street Intersection Number Starting Street 0B0063 . 0A0240 0B0063-0A0240-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $7,888.00 Total costs for NAVELLIER STREET MOESER LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 391 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side PORTOLA DRIVE Street Intersection Number Starting Street 0B0063 . 0B0081 0B0063-0B0081-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 6.2% 0 - 56 1340 $12 $2,688 SF 224 feet 2 5.4% - 13.6% 132 - 146 1341 $12 $672 SF 56 feet 2 3.0% - 6.3% 248 - 272 1342 $12 $1,152 SF 96 feet 2 2.3% - 3.4% 362 - 389 1343 $12 $816 SF 68 feet 3 13% 380 - 386 1344 $12 $288 SF 24 feet 1 4.3% 462 - 473 1345 $12 $528 SF 44 feet 3 3.2% - 4.2% 484 - 512 1346 $12 $1,344 SF 112 feet 3 An opening in the pedestrian access route is greater than 1/2" wide in the dominant direction of travel. • As-Built Description: Distance from Corner ID # PR20A R301.7.1 TBD PCODE ADAPROW Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing pedestrian access route to provide openings of 1/2" maximum along the line of traffic flow. Horizontal Openings Severity Fiscal Year PWD O/R Note: 0.5" - 6.0" 143 - 253 2677 $100 $100 JOB 1 feet 1 0.5" - 4.0" 263 - 386 2678 $100 $100 JOB 1 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 4 3466 $25 $100 SF 4 feet 1 0.75" 13 3467 $25 $100 SF 4 feet 2 1.0" 132 3468 $25 $100 SF 4 feet 1 $7,988.00 Total costs for NAVELLIER STREET PORTOLA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 392 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0B0063 . 0B0122 0B0063-0B0122-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 23 316 $100 $100 JOB 1 feet 2 34" 124 317 $100 $100 JOB 1 feet 2 44" 268 318 $100 $100 JOB 1 feet 2 45" 382 320 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39" 194 - 205 478 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7% 125 - 142 2308 $12 $816 SF 68 feet 2 4.6% 364 - 382 2324 $12 $864 SF 72 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.7% 0 - 8 1349 $12 $384 SF 32 feet 3 2.7% - 3.5% 53 - 70 1368 $12 $816 SF 68 feet 3 2.6% - 3.7% 80 - 123 1371 $12 $2,064 SF 172 feet 3 2.4% - 2.7% 142 - 180 1353 $12 $1,824 SF 152 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 393 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0B0063 . 0B0122 0B0063-0B0122-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.3% - 4.3% 505 - 531 1367 $12 $1,248 SF 104 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3785 $12 $300 SF 25 feet 4 4" x 4" 400 3787 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 172 2898 $25 $100 SF 4 feet 4 0.25" - 0.5" 280 2900 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.0" 505 3471 $25 $100 SF 4 feet 1 $9,391.00 Total costs for NAVELLIER STREET SCHMIDT LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 394 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0B0067 . 040154 0B0067-040154-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 33" 1 309 $100 $100 JOB 1 feet 2 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 63" 60 - 90 3930 $75 $75 JOB 1 feet 3 $175.00 Total costs for NAVELLIER STREET GLADYS AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 395 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0B0067 . 050082 0B0067-050082-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 63 310 $100 $100 JOB 1 feet 2 26" 196 311 $100 $100 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.3% 45 - 58 2297 $12 $624 SF 52 feet 4 6.8% 127 - 141 2295 $12 $672 SF 56 feet 2 4.6% 211 - 234 2296 $12 $1,104 SF 92 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.1% - 6.3% 0 - 45 1327 $12 $2,160 SF 180 feet 2 2.7% - 3.7% 146 - 165 1328 $12 $912 SF 76 feet 3 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 13" 0 - 23 3639 $45 $1,035 LF 23 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 396 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0B0067 . 050082 0B0067-050082-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3779 $12 $300 SF 25 feet 4 Slanted utility guy wire adjacent to accessible route walkway creates overhead obstruction between 27" and 80" from surface. • As-Built Description: Distance from Corner ID # PS25A R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide guy brace to vertically align guy wire within 80" height from walkway surface. Protruding Object Severity Fiscal Year PWD O/R Note: 27" - 39" 209 3963 $400 $400 JOB 1 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 29 2887 $25 $100 SF 4 feet 4 0.25" - 0.5" 62 2888 $25 $100 SF 4 feet 4 0.25" - 0.5" 127 2889 $25 $100 SF 4 feet 4 0.5" - 0.75" 66 - 114 3640 $25 $25 SF 1 feet 3 $7,732.00 Total costs for NAVELLIER STREET GLADYS AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 397 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side MOUND AVENUE Street Intersection Number Starting Street 0B0067 . 050197 0B0067-050197-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 204 3993 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" - 27" 69 - 86 469 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 137 - 154 2305 $12 $816 SF 68 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 5.3% 154 - 204 1338 $12 $2,400 SF 200 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 398 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side MOUND AVENUE Street Intersection Number Starting Street 0B0067 . 050197 0B0067-050197-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3784 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 63" 52 3932 $75 $75 JOB 1 feet 3 57" 176 - 187 3933 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 103 2894 $25 $100 SF 4 feet 4 0.25" - 0.5" 154 2895 $25 $100 SF 4 feet 4 0.25" - 0.5" 176 2896 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 199 3465 $25 $100 SF 4 feet 1 $4,153.00 Total costs for NAVELLIER STREET MOUND AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 399 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side POTRERO AVENUE Street Intersection Number Starting Street 0B0067 . 0A0281 0B0067-0A0281-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7% 83 - 100 2306 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.5% - 8.8% 0 - 12 1347 $12 $576 SF 48 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 153 - 162 2626 $10 $360 SF 36 feet 3 $1,752.00 Total costs for NAVELLIER STREET POTRERO AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 400 May 2009 ---PAGE BREAK--- N NAVELLIER STREET Street Side WILDWOOD PLACE Street Intersection Number Starting Street 0B0067 . WIWDPL 0B0067-WIWDPL-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 33" 149 - 155 490 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% 59 - 80 2347 $12 $1,008 SF 84 feet 4 4.5% 106 - 123 2346 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.5% - 2.6% 10 - 59 1387 $12 $2,352 SF 196 feet 4 2.7% 128 - 136 1388 $12 $384 SF 32 feet 3 $4,635.00 Total costs for NAVELLIER STREET WILDWOOD PLACE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 401 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0C0224 . 040282 0C0224-040282-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 2323 3995 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 39" 300 319 $100 $100 JOB 1 feet 2 17" 1878 321 $100 $100 JOB 1 feet 1 33" 2308 322 $100 $100 JOB 1 feet 1 27" 1304 - 1318 323 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 415 471 $75 $75 JOB 1 feet 2 24" 54 - 63 482 $75 $75 JOB 1 feet 1 38" 110 - 147 472 $75 $75 JOB 1 feet 2 40" 233 - 248 479 $75 $75 JOB 1 feet 2 36" 316 - 345 480 $75 $75 JOB 1 feet 2 38" 531 - 539 481 $75 $75 JOB 1 feet 2 29" 738 - 755 483 $75 $75 JOB 1 feet 1 12" - 39" 994 - 1155 484 $75 $75 JOB 1 feet 1 33" - 42" 1177 - 1318 473 $75 $75 JOB 1 feet 1 27" - 40" 1335 - 1373 474 $75 $75 JOB 1 feet 1 14" 1571 - 1589 475 $75 $75 JOB 1 feet 1 36" 1622 - 1645 476 $75 $75 JOB 1 feet 2 44" 1693 - 1720 477 $75 $75 JOB 1 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 402 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0C0224 . 040282 0C0224-040282-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 94 - 107 2335 $12 $624 SF 52 feet 3 3.3% 147 - 157 2311 $12 $480 SF 40 feet 3 3.2% 196 - 208 2318 $12 $576 SF 48 feet 3 4.6% 269 - 279 2322 $12 $480 SF 40 feet 3 2.5% 348 - 360 2323 $12 $576 SF 48 feet 4 9.7% 398 - 415 2325 $12 $816 SF 68 feet 1 4% 451 - 463 2326 $12 $576 SF 48 feet 3 6.1% 475 - 491 2327 $12 $768 SF 64 feet 2 5.4% 539 - 553 2328 $12 $672 SF 56 feet 2 10.3% 593 - 609 2329 $12 $768 SF 64 feet 1 2.9% 644 - 663 2330 $12 $912 SF 76 feet 3 3.4% - 5.9% 755 - 773 2331 $12 $864 SF 72 feet 2 10.4% 779 - 801 2332 $12 $1,056 SF 88 feet 1 7.4% 847 - 871 2333 $12 $1,152 SF 96 feet 2 6.1% 895 - 920 2334 $12 $1,200 SF 100 feet 2 7.5% 950 - 970 2336 $12 $960 SF 80 feet 1 13.8% 974 - 994 2337 $12 $960 SF 80 feet 1 9.2% 1155 - 1177 2307 $12 $1,056 SF 88 feet 2 11.5% 1318 - 1335 2309 $12 $816 SF 68 feet 1 10.7% 1403 - 1426 2310 $12 $1,104 SF 92 feet 1 4.1% 1645 - 1653 2312 $12 $384 SF 32 feet 3 8.1% 1673 - 1687 2313 $12 $672 SF 56 feet 2 13.8% 1720 - 1742 2314 $12 $1,056 SF 88 feet 1 11.6% 1849 - 1869 2315 $12 $960 SF 80 feet 1 11.3% 1901 - 1921 2316 $12 $960 SF 80 feet 1 10.6% 1953 - 1974 2317 $12 $1,008 SF 84 feet 1 9% 2004 - 2022 2319 $12 $864 SF 72 feet 1 9.2% 2050 - 2073 2320 $12 $1,104 SF 92 feet 1 2.7% 2153 - 2173 2321 $12 $960 SF 80 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 403 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0C0224 . 040282 0C0224-040282-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 5.1% 0 - 70 1348 $12 $3,360 SF 280 feet 2 2.7% - 3.0% 77 - 90 1370 $12 $624 SF 52 feet 3 3.9% - 6.0% 110 - 147 1350 $12 $1,776 SF 148 feet 2 3.2% - 3.3% 157 - 196 1355 $12 $1,872 SF 156 feet 3 4.8% - 6.9% 256 - 269 1364 $12 $624 SF 52 feet 2 2.3% - 3.1% 430 - 446 1365 $12 $768 SF 64 feet 3 3.0% - 5.3% 495 - 539 1366 $12 $2,112 SF 176 feet 2 2.4% - 3.4% 663 - 755 1369 $12 $4,416 SF 368 feet 3 4.5% 805 - 847 1372 $12 $2,016 SF 168 feet 3 3.2% - 4.5% 871 - 895 1373 $12 $1,152 SF 96 feet 3 3.6% - 7.4% 994 - 1073 1374 $12 $3,792 SF 316 feet 2 2.2% - 6.1% 1177 - 1205 1351 $12 $1,344 SF 112 feet 2 3.7% - 4.1% 1373 - 1400 1352 $12 $1,296 SF 108 feet 3 2.3% - 5.1% 1426 - 1550 1354 $12 $1,152 SF 96 feet 2 7.0% - 22% 1612 - 1645 1356 $12 $1,584 SF 132 feet 1 4.5% - 6.8% 1653 - 1673 1357 $12 $960 SF 80 feet 2 5.5% - 11.4% 1687 - 1720 1358 $12 $1,584 SF 132 feet 1 9.9% - 20.2% 1742 - 1760 1359 $12 $864 SF 72 feet 1 2.6% - 6.7% 1764 - 1802 1360 $12 $1,824 SF 152 feet 2 2.9% - 4.5% 1921 - 1935 1361 $12 $672 SF 56 feet 3 2.3% - 4.9% 2073 - 2153 1362 $12 $3,840 SF 320 feet 2 4% - 6.3% 2173 - 2323 1363 $12 $7,200 SF 600 feet 2 An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4 3 8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 4.0" 805 3641 $45 $45 LF 1 feet 1 5.0" 970 3642 $45 $1,125 LF 25 feet 1 4.5" 808 - 814 3644 $45 $270 LF 6 feet 1 4" 1354 - 1361 3643 $45 $315 LF 7 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 404 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0C0224 . 040282 0C0224-040282-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3786 $12 $300 SF 25 feet 4 4" x 4" 1200 3788 $12 $300 SF 25 feet 4 4" x 4" 1400 3789 $12 $300 SF 25 feet 4 4" x 4" 1600 3790 $12 $300 SF 25 feet 4 4" x 4" 1800 3791 $12 $300 SF 25 feet 4 4" x 4" 2000 3792 $12 $300 SF 25 feet 4 4" x 4" 2200 3793 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 44" 2189 - 2230 3934 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 23 2897 $25 $100 SF 4 feet 4 0.25" - 0.5" 212 2899 $25 $100 SF 4 feet 4 No dimensions 446 - 451 2901 $25 $500 SF 20 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 405 May 2009 ---PAGE BREAK--- E NAVELLIER STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0C0224 . 040282 0C0224-040282-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 298 3469 $25 $100 SF 4 feet 1 1" 463 3470 $25 $100 SF 4 feet 1 1" 1354 3472 $25 $100 SF 4 feet 1 0.25" - 0.50" 1687 3473 $25 $100 SF 4 feet 4 $75,633.00 Total costs for NAVELLIER STREET SCHMIDT LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 406 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0C0224 . 050012 0C0224-050012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 228 - 232 465 $75 $75 JOB 1 feet 2 45" 423 - 434 466 $75 $75 JOB 1 feet 2 45" 576 - 604 467 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.7% 38 - 50 2290 $12 $576 SF 48 feet 2 2.8% 208 - 228 2289 $12 $960 SF 80 feet 4 11.7% 380 - 392 2291 $12 $576 SF 48 feet 1 16.1% 414 - 422 2292 $12 $384 SF 32 feet 1 9.9% 434 - 444 2293 $12 $480 SF 40 feet 1 2.8% 502 - 514 2294 $12 $576 SF 48 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 4.3% 304 - 355 1325 $12 $2,448 SF 204 feet 3 2.3% - 3.3% 444 - 475 1326 $12 $1,488 SF 124 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 407 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0C0224 . 050012 0C0224-050012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30A 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 3.0" - 6.0" 119 - 188 3638 $45 $3,105 LF 69 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3776 $12 $300 SF 25 feet 4 4" x 4" 400 3777 $12 $300 SF 25 feet 4 4" x 4" 600 3778 $12 $300 SF 25 feet 4 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 7.2% - 27.2% 355 - 360 2586 $12 $240 SF 20 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 31 3463 $25 $100 SF 4 feet 1 1.5" 284 3464 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 408 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0C0224 . 050012 0C0224-050012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 284 - 304 2625 $10 $800 SF 80 feet 3 $12,958.00 Total costs for NAVELLIER STREET DONAL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 409 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side SCOTT STREET Street Intersection Number Starting Street 0C0224 . 0B0098 0C0224-0B0098-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 249 324 $100 $100 JOB 1 feet 1 2.7" 632 325 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 37" 378 485 $75 $75 JOB 1 feet 2 12" - 44" 205 - 282 486 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 176 - 196 2338 $12 $960 SF 80 feet 3 9.2% 282 - 297 2339 $12 $720 SF 60 feet 1 2.9% 310 - 337 2340 $12 $1,296 SF 108 feet 3 2.3% 509 - 523 2341 $12 $672 SF 56 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.5% - 7.7% 0 - 16 1375 $12 $768 SF 64 feet 2 2.8% - 4.8% 16 - 120 1376 $12 $4,992 SF 416 feet 3 4.3% - 7.3% 200 - 282 1377 $12 $3,936 SF 328 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 410 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side SCOTT STREET Street Intersection Number Starting Street 0C0224 . 0B0098 0C0224-0B0098-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.2% - 3.7% 471 - 509 1378 $12 $1,824 SF 152 feet 3 2.9% 523 - 529 1379 $12 $288 SF 24 feet 3 3.4% - 4.3% 590 - 610 1380 $12 $960 SF 80 feet 3 2.3% - 3.5% 610 - 620 1381 $12 $480 SF 40 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3794 $12 $300 SF 25 feet 4 4" x 4" 400 3795 $12 $300 SF 25 feet 4 4" x 4" 600 3796 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 25 2902 $25 $100 SF 4 feet 4 0.25" - 0.5" 157 2903 $25 $100 SF 4 feet 4 0.25" - 0.5" 569 2904 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 85 3474 $25 $100 SF 4 feet 1 25" 149 3475 $25 $100 SF 4 feet 1 1" 245 3476 $25 $100 SF 4 feet 1 5" 282 3477 $25 $100 SF 4 feet 1 0.75" 306 3478 $25 $100 SF 4 feet 2 2" 337 3479 $25 $100 SF 4 feet 1 2" 590 3480 $25 $100 SF 4 feet 1 1" 610 3481 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 411 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side SCOTT STREET Street Intersection Number Starting Street 0C0224 . 0B0098 0C0224-0B0098-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $19,246.00 Total costs for NAVELLIER STREET SCOTT STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 412 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0C0224 . 0C0206 0C0224-0C0206-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 37" 146 312 $100 $100 JOB 1 feet 2 36" 433 313 $100 $100 JOB 1 feet 2 39" 565 314 $100 $100 JOB 1 feet 2 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 33" 179 - 184 468 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.4% 61 - 77 2301 $12 $768 SF 64 feet 3 2.5% 164 - 177 2298 $12 $624 SF 52 feet 4 2.7% 308 - 330 2299 $12 $1,056 SF 88 feet 4 3.7% 375 - 395 2300 $12 $960 SF 80 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 2.7% 0 - 28 1329 $12 $1,344 SF 112 feet 3 3% 330 - 333 1330 $12 $144 SF 12 feet 3 2.3% - 2.7% 527 - 546 1331 $12 $912 SF 76 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 413 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0C0224 . 0C0206 0C0224-0C0206-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.5% - 3.2% 591 - 603 1332 $12 $576 SF 48 feet 3 2.5% - 3.2% 610 - 628 1333 $12 $864 SF 72 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3780 $12 $300 SF 25 feet 4 4" x 4" 400 3781 $12 $300 SF 25 feet 4 4" x 4" 600 3782 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 63" 194 - 202 3931 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 2890 $25 $100 SF 4 feet 4 No dimensions 183 2891 $25 $100 SF 4 feet 1 0.25" - 0.5" 365 2892 $25 $100 SF 4 feet 4 $8,898.00 Total costs for NAVELLIER STREET MANILA AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 414 May 2009 ---PAGE BREAK--- W NAVELLIER STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0C0224 . 0C0206 0C0224-0C0206-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $182,957.00 Total costs for NAVELLIER STREET S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 415 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side DOUGLAS DRIVE Street Intersection Number Starting Street 0A0276 . 040119 0A0276-040119-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 442 - 453 491 $75 $75 JOB 1 feet 2 18" 470 - 509 492 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 6.9% - 7.4% 270 - 313 1389 $12 $2,064 SF 172 feet 2 4.2% - 4.4% 372 - 385 1390 $12 $624 SF 52 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 158 2913 $25 $100 SF 4 feet 4 0.25" - 0.5" 228 2914 $25 $100 SF 4 feet 4 0.25" - 0.5" 247 2915 $25 $100 SF 4 feet 4 0.25" - 0.5" 250 2916 $25 $100 SF 4 feet 4 0.25" - 0.5" 269 2917 $25 $100 SF 4 feet 4 0.25" - 0.5" 309 2918 $25 $100 SF 4 feet 4 0.25" - 0.5" 330 2919 $25 $100 SF 4 feet 4 0.25" - 0.5" 335 2920 $25 $100 SF 4 feet 4 0.25" - 0.5" 385 2921 $25 $100 SF 4 feet 4 0.25" - 0.5" 489 2923 $25 $100 SF 4 feet 4 0.25" - 0.5" 497 2924 $25 $100 SF 4 feet 4 0.25" - 0.5" 517 2925 $25 $100 SF 4 feet 4 0.25" - 0.5" 560 2926 $25 $100 SF 4 feet 4 0.25" - 0.5" 578 2927 $25 $100 SF 4 feet 4 0.25" - 0.5" 599 2928 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 416 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side DOUGLAS DRIVE Street Intersection Number Starting Street 0A0276 . 040119 0A0276-040119-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.25" - 0.5" 649 2929 $25 $100 SF 4 feet 4 0.25" - 0.5" 653 2930 $25 $100 SF 4 feet 4 0.25" - 0.5" 690 2931 $25 $100 SF 4 feet 4 0.25" - 0.5" 694 2932 $25 $100 SF 4 feet 4 0.25" - 0.5" 427 - 468 2922 $25 $4,100 SF 164 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 10 3487 $25 $100 SF 4 feet 1 1" 42 3488 $25 $100 SF 4 feet 1 0.25" - 0.5" 103 3489 $25 $100 SF 4 feet 4 0.25" - 0.5" 150 3490 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 372 - 374 2628 $10 $80 SF 8 feet 3 $9,318.00 Total costs for POTRERO AVENUE DOUGLAS DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 417 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side JULIAN DRIVE Street Intersection Number Starting Street 0A0276 . 040176 0A0276-040176-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 160 2947 $25 $100 SF 4 feet 4 0.25" - 0.5" 162 2948 $25 $100 SF 4 feet 4 0.25" - 0.5" 200 2949 $25 $100 SF 4 feet 4 0.25" - 0.5" 290 2950 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 149 3503 $25 $100 SF 4 feet 1 1" 204 3504 $25 $100 SF 4 feet 1 1.5" 342 3505 $25 $100 SF 4 feet 1 1" 278 - 281 3506 $25 $100 SF 4 feet 1 $800.00 Total costs for POTRERO AVENUE JULIAN DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 418 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side JULIAN COURT Street Intersection Number Starting Street 0A0276 . 060095 0A0276-060095-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 289 - 310 499 $75 $75 JOB 1 feet 2 24" 417 - 444 500 $75 $75 JOB 1 feet 1 26" 455 - 487 501 $75 $75 JOB 1 feet 1 36" 1305 - 1396 495 $75 $75 JOB 1 feet 2 16" 1605 - 1610 496 $75 $75 JOB 1 feet 1 16" 1615 - 1637 497 $75 $75 JOB 1 feet 1 18" 1652 - 1662 498 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.8% - 4.3% 206 - 234 1403 $12 $1,344 SF 112 feet 3 4.3% - 4.7% 513 - 573 1404 $12 $2,880 SF 240 feet 3 4.3% - 9.8% 925 - 992 1405 $12 $3,216 SF 268 feet 1 4.2% - 5.8% 1078 - 1144 1397 $12 $3,168 SF 264 feet 2 4.2% - 5.6% 1230 - 1245 1398 $12 $720 SF 60 feet 2 3.6% - 6% 1520 - 1586 1399 $12 $3,168 SF 264 feet 2 5.1% - 7.3% 1715 - 1784 1400 $12 $3,312 SF 276 feet 2 4.3% - 3% 1850 - 1891 1401 $12 $1,968 SF 164 feet 3 5.1% - 7% 1905 - 1912 1402 $12 $336 SF 28 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3800 $12 $300 SF 25 feet 4 4" x 4" 400 3801 $12 $300 SF 25 feet 4 4" x 4" 1000 3802 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 419 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side JULIAN COURT Street Intersection Number Starting Street 0A0276 . 060095 0A0276-060095-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 157 2937 $25 $100 SF 4 feet 4 0.25" - 0.5" 565 2938 $25 $100 SF 4 feet 4 0.25" - 0.5" 813 2939 $25 $100 SF 4 feet 4 0.25" 926 2940 $25 $100 SF 4 feet 4 0.25" - 0.5" 1205 2941 $25 $100 SF 4 feet 4 0.25" - 0.5" 1395 2942 $25 $100 SF 4 feet 4 0.25" - 0.5" 1504 2943 $25 $100 SF 4 feet 4 0.25" - 0.5" 1521 2944 $25 $100 SF 4 feet 4 0.25" - 0.5" 89 - 157 2946 $25 $100 SF 4 feet 4 0.25" - 0.5" 157 - 179 2945 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 487 3491 $25 $100 SF 4 feet 1 1.5" 674 3492 $25 $100 SF 4 feet 1 18" 785 3493 $25 $100 SF 4 feet 1 1.5" 1008 3494 $25 $100 SF 4 feet 1 1.5" 1013 3495 $25 $100 SF 4 feet 1 1.5" 1017 3496 $25 $100 SF 4 feet 1 1.5" 1251 3497 $25 $100 SF 4 feet 1 1.5" 646 - 652 3498 $25 $100 SF 4 feet 1 18" 732 - 759 3499 $25 $100 SF 4 feet 1 18" 775 - 780 3500 $25 $100 SF 4 feet 1 0.25" 824 - 829 3501 $25 $100 SF 4 feet 4 24" 845 - 854 3502 $25 $100 SF 4 feet 1 $23,737.00 Total costs for POTRERO AVENUE JULIAN COURT starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 420 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0A0276 . 0A0013 0A0276-0A0013-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 87 2908 $25 $100 SF 4 feet 4 0.25" - 0.5" 164 2909 $25 $100 SF 4 feet 4 0.25" - 0.5" 242 2910 $25 $100 SF 4 feet 4 0.25" - 0.5" 273 2911 $25 $100 SF 4 feet 4 0.25" - 0.5" 298 2912 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 112 3482 $25 $100 SF 4 feet 1 1.5" 124 3483 $25 $100 SF 4 feet 1 1.5" 165 3484 $25 $100 SF 4 feet 1 2" 304 3485 $25 $100 SF 4 feet 1 2" 314 3486 $25 $100 SF 4 feet 1 $1,000.00 Total costs for POTRERO AVENUE ARLINGTON BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 421 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0281 . 050057 0A0281-050057-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.2% - 4.4% 95 - 109 2348 $12 $672 SF 56 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% 53 - 56 1394 $12 $144 SF 12 feet 3 4.2% - 4.6% 170 - 174 1393 $12 $192 SF 16 feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 66" 110 - 122 3935 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 244 2933 $25 $100 SF 4 feet 4 $1,183.00 Total costs for POTRERO AVENUE EVERETT STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 422 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0281 . 050230 0A0281-050230-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 45" 3 - 19 510 $75 $75 JOB 1 feet 2 36" 625 509 $75 $75 JOB 1 feet 2 36" 32 - 40 511 $75 $75 JOB 1 feet 2 30" 752 - 799 513 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 14.1% 3 - 291 1413 $12 $13,824 SF 1152 feet 1 4.2% - 6.6% 551 - 628 1414 $12 $3,696 SF 308 feet 2 4.3% - 5.7% 678 - 682 1415 $12 $192 SF 16 feet 2 4.2% - 7.8% 710 - 722 1416 $12 $576 SF 48 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3808 $12 $300 SF 25 feet 4 4" x 4" 400 3809 $12 $300 SF 25 feet 4 4" x 4" 600 3810 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 423 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0281 . 050230 0A0281-050230-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 300 2976 $25 $100 SF 4 feet 4 0.25" - 0.5" 404 2977 $25 $100 SF 4 feet 4 0.25" - 0.5" 464 2978 $25 $100 SF 4 feet 4 0.25" - 0.5" 485 2979 $25 $100 SF 4 feet 4 0.25" - 0.5" 513 2980 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 216 3514 $25 $100 SF 4 feet 2 0.75" 238 3515 $25 $100 SF 4 feet 2 $20,188.00 Total costs for POTRERO AVENUE NORVELL STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 424 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0281 . 060034 0A0281-060034-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.1% - 4.5% 92 - 107 1395 $12 $720 SF 60 feet 3 $720.00 Total costs for POTRERO AVENUE EVERETT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 425 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0281 . 060172 0A0281-060172-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 47 - 99 512 $75 $75 JOB 1 feet 1 $75.00 Total costs for POTRERO AVENUE NORVELL STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 426 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0281 . 0A0314 0A0281-0A0314-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.5% - 4.8% 55 1417 $12 $2,640 SF 220 feet 3 5.2% - 8.4% 60 - 94 1419 $12 $1,632 SF 136 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 5 2981 $25 $100 SF 4 feet 4 0.25" - 0.5" 34 2982 $25 $100 SF 4 feet 4 0.25" - 0.5" 84 2983 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 2 - 4 2630 $10 $40 SF 4 feet 3 $4,612.00 Total costs for POTRERO AVENUE RICHMOND STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 427 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side NAVELLIER STREET Street Intersection Number Starting Street 0A0281 . 0B0067 0A0281-0B0067-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 37 2957 $25 $100 SF 4 feet 4 0.25" - 0.5" 251 2961 $25 $100 SF 4 feet 4 0.25" - 0.5" 140 - 150 2974 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 239 3513 $25 $100 SF 4 feet 1 1.5" 638 3511 $25 $100 SF 4 feet 1 $500.00 Total costs for POTRERO AVENUE NAVELLIER STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 428 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0A0284 . 050047 0A0284-050047-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 143 - 155 493 $75 $75 JOB 1 feet 1 24" 171 - 196 494 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5% - 7.8% 0 - 196 1391 $12 $9,408 SF 784 feet 2 $9,558.00 Total costs for POTRERO AVENUE ELM STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 429 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0284 . 050112 0A0284-050112-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility No access barriers found. • As-Built Description: Distance from Corner ID # PC00 TBD PCODE Total Unit Cost Qty • Proposed Solution: Not applicable. Curb Ramp Severity Fiscal Year PWD O/R Note: 0 4013 $0 feet $0.00 Total costs for POTRERO AVENUE KEARNEY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 430 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0284 . 050148 0A0284-050148-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.1% - 7.8% 188 - 244 1406 $12 $2,688 SF 224 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 82 2952 $25 $100 SF 4 feet 4 $2,788.00 Total costs for POTRERO AVENUE LEXINGTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 431 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0284 . 050170 0A0284-050170-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 - 150 2955 $25 $15,000 SF 600 feet 4 $15,000.00 Total costs for POTRERO AVENUE LIBERTY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 432 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0A0284 . 060023 0A0284-060023-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.5% - 5.8% 86 - 123 1392 $12 $1,776 SF 148 feet 2 $1,776.00 Total costs for POTRERO AVENUE ELM STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 433 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0284 . 060108 0A0284-060108-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility No access barriers found. • As-Built Description: Distance from Corner ID # PC00 TBD PCODE Total Unit Cost Qty • Proposed Solution: Not applicable. Curb Ramp Severity Fiscal Year PWD O/R Note: 0 4014 $0 feet $0.00 Total costs for POTRERO AVENUE KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 434 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0284 . 060132 0A0284-060132-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 4.5% 70 - 82 1407 $12 $576 SF 48 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 31 2951 $25 $100 SF 4 feet 4 $676.00 Total costs for POTRERO AVENUE LEXINGTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 435 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0284 . 060144 0A0284-060144-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.4% - 4.5% 19 - 52 1409 $12 $1,584 SF 132 feet 3 2.6% 168 - 170 1408 $12 $96 SF 8 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 236 2953 $25 $100 SF 4 feet 4 0.25" - 0.5" 244 2954 $25 $100 SF 4 feet 4 $1,880.00 Total costs for POTRERO AVENUE LIBERTY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 436 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0284 . 0A0314 0A0284-0A0314-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.5% - 8.5% 28 - 112 1418 $12 $4,032 SF 336 feet 2 $4,032.00 Total costs for POTRERO AVENUE RICHMOND STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 437 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0284 . NB0002 0A0284-NB0002-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 7 - 16 2986 $25 $100 SF 4 feet 4 $100.00 Total costs for POTRERO AVENUE SAN PABLO AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 438 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side SAN PABLO AVENUE Street Intersection Number Starting Street 0A0284 . SB0002 0A0284-SB0002-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 380 2985 $25 $100 SF 4 feet 4 $100.00 Total costs for POTRERO AVENUE SAN PABLO AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 439 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side INTERSTATE 80 Street Intersection Number Starting Street 0A0289 . 000000 0A0289-000000-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 4.4% 0 - 33 1396 $12 $1,584 SF 132 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 33 2934 $25 $100 SF 4 feet 4 0.25" - 0.5" 57 2935 $25 $100 SF 4 feet 4 0.25" - 0.5" 18 - 27 2936 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 13 2629 $10 $40 SF 4 feet 3 $1,924.00 Total costs for POTRERO AVENUE INTERSTATE 80 starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 440 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side SOUTH 56TH STREET Street Intersection Number Starting Street 0A0289 . 000282 0A0289-000282-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.1% - 4.4% 292 - 303 1423 $12 $528 SF 44 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" x 1" 16 3516 $25 $100 SF 4 feet 1 1" x 1" 235 3517 $25 $100 SF 4 feet 1 $728.00 Total costs for POTRERO AVENUE SOUTH 56TH STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 441 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side SOUTH 53RD STREET Street Intersection Number Starting Street 0C0238 . 000257 0C0238-000257-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.6% 393 1421 $12 $18,864 SF 1572 feet 3 $18,864.00 Total costs for POTRERO AVENUE SOUTH 53RD STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 442 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side SOUTH 56TH STREET Street Intersection Number Starting Street 0C0238 . 000282 0C0238-000282-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 2.6% 0 - 259 1422 $12 $12,432 SF 1036 feet 3 $12,432.00 Total costs for POTRERO AVENUE SOUTH 56TH STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 443 May 2009 ---PAGE BREAK--- N POTRERO AVENUE Street Side ROGER COURT Street Intersection Number Starting Street YA0279 . 060205 YA0279-060205-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.3% - 4.5% 102 - 115 1420 $12 $624 SF 52 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 41 2984 $25 $100 SF 4 feet 4 $724.00 Total costs for POTRERO AVENUE ROGER COURT starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 444 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side NAVELLIER STREET Street Intersection Number Starting Street YA0279 . 0B0067 YA0279-0B0067-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 33 - 52 505 $75 $75 JOB 1 feet 2 30" 141 - 148 504 $75 $75 JOB 1 feet 1 24" 763 - 771 506 $75 $75 JOB 1 feet 1 36" 812 - 817 507 $75 $75 JOB 1 feet 2 36" 935 - 950 508 $75 $75 JOB 1 feet 2 18" 1047 - 1081 502 $75 $75 JOB 1 feet 1 36" 1140 - 1144 503 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 3.6% 945 1410 $12 $48 SF 4 feet 3 4.6% - 7.2% 33 - 74 1411 $12 $1,968 SF 164 feet 2 2.4% - 2.6% 820 - 825 1412 $12 $240 SF 20 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3803 $12 $300 SF 25 feet 4 4" x 4" 600 3804 $12 $300 SF 25 feet 4 4" x 4" 800 3805 $12 $300 SF 25 feet 4 4" x 4" 1000 3806 $12 $300 SF 25 feet 4 4" x 4" 1200 3807 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 445 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side NAVELLIER STREET Street Intersection Number Starting Street YA0279 . 0B0067 YA0279-0B0067-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 0 2956 $25 $100 SF 4 feet 4 0.25" - 0.5" 83 2958 $25 $100 SF 4 feet 4 0.25" - 0.5" 94 2959 $25 $100 SF 4 feet 4 0.25" - 0.5" 247 2960 $25 $100 SF 4 feet 4 0.25" - 0.5" 374 2962 $25 $100 SF 4 feet 4 0.25" - 0.5" 406 2963 $25 $100 SF 4 feet 4 0.25" - 0.5" 467 2964 $25 $100 SF 4 feet 4 0.25" - 0.5" 524 2965 $25 $100 SF 4 feet 4 0.25" - 0.5" 537 2966 $25 $100 SF 4 feet 4 0.25" - 0.5" 715 2967 $25 $100 SF 4 feet 4 0.25" - 0.5" 725 2968 $25 $100 SF 4 feet 4 0.25" - 0.5" 1102 2969 $25 $100 SF 4 feet 4 0.25" - 0.5" 1132 2970 $25 $100 SF 4 feet 4 0.25" - 0.5" 1160 2971 $25 $100 SF 4 feet 4 0.25" - 0.5" 1297 2972 $25 $100 SF 4 feet 4 0.25" - 0.5" 1306 2973 $25 $100 SF 4 feet 4 0.25" - 0.5" 640 - 645 2975 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 33 3507 $25 $100 SF 4 feet 2 0.75" 153 3508 $25 $100 SF 4 feet 2 0.75" 446 3509 $25 $100 SF 4 feet 2 0.75" 487 3510 $25 $100 SF 4 feet 2 0.75" 855 3512 $25 $100 SF 4 feet 2 $6,481.00 Total costs for POTRERO AVENUE NAVELLIER STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 446 May 2009 ---PAGE BREAK--- S POTRERO AVENUE Street Side NAVELLIER STREET Street Intersection Number Starting Street YA0279 . 0B0067 YA0279-0B0067-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $139,196.00 Total costs for POTRERO AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 447 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0304 . 0A0172 0A0304-0A0172-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 215 - 224 526 $75 $75 JOB 1 feet 2 44" 306 - 331 527 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.8% 0 - 31 2389 $12 $1,488 SF 124 feet 3 6.1% 104 - 146 2390 $12 $2,016 SF 168 feet 2 5.6% 166 - 190 2391 $12 $1,152 SF 96 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 2.7% 56 - 73 1470 $12 $816 SF 68 feet 3 2.7% - 12.4% 331 - 348 1467 $12 $816 SF 68 feet 1 3.1% - 5.3% 378 - 423 1468 $12 $2,112 SF 176 feet 2 3.1% - 6.3% 513 - 553 1469 $12 $1,920 SF 160 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3825 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 448 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side FAIRMOUNT AVENUE Street Intersection Number Starting Street 0A0304 . 0A0172 0A0304-0A0172-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 65" 446 3939 $75 $75 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 277 3009 $25 $100 SF 4 feet 4 0.25" - 0.5" 252 - 262 3010 $25 $1,000 SF 40 feet 4 $11,945.00 Total costs for RICHMOND STREET FAIRMOUNT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 449 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0304 . 0B0001 0A0304-0B0001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.1% 104 - 126 2354 $12 $1,056 SF 88 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: no dimensions 13 - 20 1428 $12 $336 SF 28 feet 1 2.8% - 7.0% 57 - 103 1430 $12 $2,208 SF 184 feet 2 2.6%-3.4% 126 - 159 1427 $12 $1,584 SF 132 feet 3 no dimensions 188 - 470 1429 $12 $13,536 SF 1128 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 57 2991 $25 $100 SF 4 feet 4 0.25" - 0.5" 64 2992 $25 $100 SF 4 feet 4 0.25" - 0.5" 68 2993 $25 $100 SF 4 feet 4 0.25" - 0.5" 159 2994 $25 $100 SF 4 feet 4 0.25" - 0.5" 324 2997 $25 $100 SF 4 feet 4 0.25"- 0.5" 376 2999 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 450 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0304 . 0B0001 0A0304-0B0001-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 13 3519 $25 $100 SF 4 feet 1 5" 20 3520 $25 $100 SF 4 feet 1 1" 188 3523 $25 $100 SF 4 feet 1 3" 193 3524 $25 $100 SF 4 feet 1 1" 231 3525 $25 $100 SF 4 feet 1 1" 240 3526 $25 $100 SF 4 feet 1 2" 280 3527 $25 $100 SF 4 feet 1 1.5" 284 3528 $25 $100 SF 4 feet 1 1" 336 3529 $25 $100 SF 4 feet 1 $20,220.00 Total costs for RICHMOND STREET CENTRAL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 451 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0304 . 0C0040 0A0304-0C0040-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 59 3997 $12 $12 JOB 1 feet 4 96" x 48" 752 3998 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 34" 673 - 681 515 $75 $75 JOB 1 feet 1 26" - 34" 726 - 752 516 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.5% 109 - 121 2355 $12 $576 SF 48 feet 1 10.5% 177 - 199 2356 $12 $1,056 SF 88 feet 1 2.7% 318 - 329 2357 $12 $528 SF 44 feet 4 5.1% 417 - 431 2358 $12 $672 SF 56 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.3% 88 - 109 1432 $12 $1,008 SF 84 feet 3 2.7% - 6.1% 671 - 694 1431 $12 $1,104 SF 92 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 452 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side CENTRAL AVENUE Street Intersection Number Starting Street 0A0304 . 0C0040 0A0304-0C0040-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3814 $12 $300 SF 25 feet 4 4" x 4" 400 3815 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 36 2990 $25 $100 SF 4 feet 4 0.25" - 0.5" 207 2995 $25 $100 SF 4 feet 4 0.25" - 0.5" 226 2996 $25 $100 SF 4 feet 4 0.25" - 0.5" 369 2998 $25 $100 SF 4 feet 4 0.25" - 0.5" 395 3000 $25 $100 SF 4 feet 4 0.25" - 0.5" 458 3001 $25 $100 SF 4 feet 4 0.25" - 0.5" 622 3816 $25 $25 SF 1 feet 4 0.25" - 0.5" 667 3003 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.5" 24 3521 $25 $100 SF 4 feet 1 1" 45 3522 $25 $100 SF 4 feet 1 1.0" 461 3530 $25 $100 SF 4 feet 1 1" 570 3002 $25 $100 SF 4 feet 1 2" 578 3531 $25 $100 SF 4 feet 1 2.5" 578 3532 $25 $100 SF 4 feet 1 4" x 4" 600 3533 $25 $100 SF 4 feet 1 $7,143.00 Total costs for RICHMOND STREET CENTRAL AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 453 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0304 . 0C0157 0A0304-0C0157-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 642 4000 $12 $12 JOB 1 feet 4 An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 28" - 36" 80 - 108 3833 $100 $100 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 354 536 $75 $75 JOB 1 feet 1 44" 321 - 338 539 $75 $75 JOB 1 feet 2 44" 359 - 397 540 $75 $75 JOB 1 feet 2 44" 462 - 484 541 $75 $75 JOB 1 feet 2 36" 495 - 502 542 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.2% 108 - 118 2407 $12 $480 SF 40 feet 3 2.6% 154 - 169 2408 $12 $720 SF 60 feet 4 3.2% 247 - 264 2409 $12 $816 SF 68 feet 3 3.3% 290 - 306 2412 $12 $768 SF 64 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 454 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0304 . 0C0157 0A0304-0C0157-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.3% 591 - 603 2413 $12 $576 SF 48 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 2.5% 0 - 64 1482 $12 $3,072 SF 256 feet 3 3.3% - 4.5% 93 - 108 1486 $12 $720 SF 60 feet 3 2.4% - 3.1% 440 - 470 1483 $12 $1,440 SF 120 feet 3 4.2% 575 - 591 1484 $12 $768 SF 64 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 300 3831 $12 $300 SF 25 feet 4 4" x 4" 500 3832 $12 $300 SF 25 feet 4 Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 5.2" 445 3021 $100 $100 JOB 1 feet 1 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 72" 85 3941 $75 $75 JOB 1 feet 4 67" 390 3942 $75 $75 JOB 1 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 455 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0304 . 0C0157 0A0304-0C0157-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 30" 551 3943 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 17 3016 $25 $100 SF 4 feet 4 0.25" - 0.5" 33 3018 $25 $100 SF 4 feet 4 0.25" - 0.5" 44 3019 $25 $100 SF 4 feet 4 0.25" - 0.5" 275 3020 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.2" 578 - 591 3542 $25 $100 SF 4 feet 1 $11,272.00 Total costs for RICHMOND STREET LINCOLN AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 456 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0304 . 0C0162 0A0304-0C0162-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 34" 22 - 47 538 $75 $75 JOB 1 feet 1 36" 166 - 172 537 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.3% 86 - 96 2414 $12 $480 SF 40 feet 4 10.3% 261 - 271 2410 $12 $480 SF 40 feet 1 8.8% 289 - 299 2411 $12 $480 SF 40 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9% 64 - 86 1485 $12 $1,056 SF 88 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3830 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 457 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side LINCOLN AVENUE Street Intersection Number Starting Street 0A0304 . 0C0162 0A0304-0C0162-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 22 3017 $25 $100 SF 4 feet 4 $3,046.00 Total costs for RICHMOND STREET LINCOLN AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 458 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0304 . X20049 0A0304-X20049-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 438 - 450 519 $75 $75 JOB 1 feet 2 36" 451 - 468 520 $75 $75 JOB 1 feet 2 36" 485 - 505 522 $75 $75 JOB 1 feet 2 44" - 36" 604 - 635 525 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.6% 229 - 240 2379 $12 $528 SF 44 feet 2 2.8% 318 - 331 2380 $12 $624 SF 52 feet 4 10% 384 - 397 2381 $12 $624 SF 52 feet 1 8.2% 407 - 416 2383 $12 $432 SF 36 feet 2 7.8% 475 - 485 2384 $12 $480 SF 40 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% 16 - 21 1453 $12 $240 SF 20 feet 3 3.2% 198 - 208 1456 $12 $480 SF 40 feet 3 4.4% 263 - 267 1458 $12 $192 SF 16 feet 3 3.5% 337 - 340 1460 $12 $144 SF 12 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 459 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0304 . X20049 0A0304-X20049-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3821 $12 $300 SF 25 feet 4 4" x 4" 400 3822 $12 $300 SF 25 feet 4 4" x 4" 600 3824 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 54" 430 3936 $75 $75 JOB 1 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 1.4% - 12.4% 93 2587 $12 $48 SF 4 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 645 - 655 3008 $25 $1,000 SF 40 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 460 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street 0A0304 . X20049 0A0304-X20049-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 114 3535 $25 $100 SF 4 feet 1 2" 347 3537 $25 $100 SF 4 feet 1 1" 360 3538 $25 $100 SF 4 feet 1 $6,367.00 Total costs for RICHMOND STREET EUREKA AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 461 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side WILLOW STREET Street Intersection Number Starting Street 0A0304 . X20239 0A0304-X20239-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 17 - 21 571 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% 53 - 57 1583 $12 $192 SF 16 feet 4 2.2% - 3.2% 203 - 224 1581 $12 $1,008 SF 84 feet 3 2.9% 243 - 251 1582 $12 $384 SF 32 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 - 0.5" 52 3037 $25 $100 SF 4 feet 4 0.25 - 0.5" 80 3038 $25 $100 SF 4 feet 4 0.25 - 0.5" 84 3039 $25 $100 SF 4 feet 4 0.25 - 0.5" 203 3040 $25 $100 SF 4 feet 4 0.25 - 0.5" 224 3041 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.25" 234 3551 $25 $100 SF 4 feet 1 1.5" 243 3552 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 462 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side WILLOW STREET Street Intersection Number Starting Street 0A0304 . X20239 0A0304-X20239-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 1" 292 3553 $25 $100 SF 4 feet 1 1" 297 3554 $25 $100 SF 4 feet 1 $2,559.00 Total costs for RICHMOND STREET WILLOW STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 463 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side GLENWOOD WAY Street Intersection Number Starting Street 0A0311 . 050099 0A0311-050099-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 69 - 75 534 $75 $75 JOB 1 feet 2 40" 91 - 96 535 $75 $75 JOB 1 feet 2 26" 126 - 130 533 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% 0 - 4 1480 $12 $192 SF 16 feet 3 2.4-2.8% 110 - 130 1481 $12 $960 SF 80 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 171 3014 $25 $100 SF 4 feet 4 0.25" - 0.5" 192 3015 $25 $100 SF 4 feet 4 $1,577.00 Total costs for RICHMOND STREET GLENWOOD WAY starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 464 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side MOESER LANE Street Intersection Number Starting Street 0A0311 . 0A0246 0A0311-0A0246-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" - 32" 179 - 191 549 $75 $75 JOB 1 feet 2 21" 358 - 362 550 $75 $75 JOB 1 feet 1 28" 362 - 366 551 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% 247 - 257 1800 $12 $480 SF 40 feet 4 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.2% 288 - 301 2427 $12 $624 SF 52 feet 3 2.27% 366 - 379 2428 $12 $624 SF 52 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 5.0% 0 - 20 1501 $12 $960 SF 80 feet 2 2.5% - 2.9% 44 - 77 1508 $12 $1,584 SF 132 feet 3 3.3% - 3.5% 111 - 142 1502 $12 $1,488 SF 124 feet 3 3.4% - 3.5% 262 - 288 1503 $12 $1,248 SF 104 feet 3 2.5% 346 - 350 1505 $12 $192 SF 16 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 465 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side MOESER LANE Street Intersection Number Starting Street 0A0311 . 0A0246 0A0311-0A0246-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.5% 428 - 431 1507 $12 $144 SF 12 feet 3 2.9% - 3.1% 471 - 500 1509 $12 $1,392 SF 116 feet 3 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 24" 402 - 410 3947 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 192 3022 $25 $100 SF 4 feet 4 $9,136.00 Total costs for RICHMOND STREET MOESER LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 466 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side PORTOLA DRIVE Street Intersection Number Starting Street 0A0311 . 0B0081 0A0311-0B0081-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.2% 223 - 247 2432 $12 $1,152 SF 96 feet 2 9.2% 277 - 299 2433 $12 $1,056 SF 88 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 5.9% 0 - 61 1514 $12 $2,928 SF 244 feet 2 2.7% - 4.4% 82 - 159 1525 $12 $3,696 SF 308 feet 3 6.2% - 8.6% 159 - 223 1515 $12 $3,072 SF 256 feet 2 3.9% - 5.5% 247 - 277 1518 $12 $1,440 SF 120 feet 2 3.2% - 8.7% 299 - 389 1519 $12 $4,320 SF 360 feet 2 3.0% - 3.4% 425 - 442 1522 $12 $816 SF 68 feet 3 3.0% - 4.3% 455 - 511 1524 $12 $2,688 SF 224 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 159 3023 $25 $100 SF 4 feet 4 0.25" - 0.5" 176 3024 $25 $100 SF 4 feet 4 0.25" - 0.5" 370 3026 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 467 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side PORTOLA DRIVE Street Intersection Number Starting Street 0A0311 . 0B0081 0A0311-0B0081-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 3.5" 187 3545 $25 $100 SF 4 feet 1 $21,568.00 Total costs for RICHMOND STREET PORTOLA DRIVE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 468 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side PORTOLA DRIVE Street Intersection Number Starting Street 0A0311 . 0B0084 0A0311-0B0084-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 31" - 36" 0 - 36 553 $75 $75 JOB 1 feet 1 30" 199 552 $75 $75 JOB 1 feet 1 36" 63 - 77 557 $75 $75 JOB 1 feet 2 36" - 44" 97 - 108 558 $75 $75 JOB 1 feet 2 36" - 44" 120 - 135 554 $75 $75 JOB 1 feet 2 24" 145 - 152 555 $75 $75 JOB 1 feet 1 41" 413 - 480 556 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 77 - 93 2434 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.7% 11 1513 $12 $528 SF 44 feet 4 2.5% - 3% 172 - 199 1516 $12 $1,296 SF 108 feet 3 2.5% - 3% 238 - 250 1517 $12 $576 SF 48 feet 3 2.9% 301 - 305 1520 $12 $192 SF 16 feet 3 2.4% - 3.4% 324 - 360 1521 $12 $1,728 SF 144 feet 3 2.2% - 3.2% 437 - 506 1523 $12 $3,312 SF 276 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 469 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side PORTOLA DRIVE Street Intersection Number Starting Street 0A0311 . 0B0084 0A0311-0B0084-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3837 $12 $300 SF 25 feet 4 4" x 4" 400 3838 $12 $300 SF 25 feet 4 36" 306 - 400 3839 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 45" 71 - 77 3948 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 360 3025 $25 $100 SF 4 feet 4 $10,000.00 Total costs for RICHMOND STREET PORTOLA DRIVE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 470 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0A0311 . 0B0129 0A0311-0B0129-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 40 4004 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 44" 44 - 53 561 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.5% 153 - 169 2450 $12 $768 SF 64 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 2.8% 35 - 53 1549 $12 $864 SF 72 feet 3 2.9% - 3.5% 97 - 153 1556 $12 $2,688 SF 224 feet 3 3.0% - 5.0% 169 - 224 1545 $12 $2,640 SF 220 feet 2 2.8% 241 - 243 1547 $12 $96 SF 8 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 471 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0A0311 . 0B0129 0A0311-0B0129-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 217 3031 $25 $100 SF 4 feet 4 $7,243.00 Total costs for RICHMOND STREET SCHMIDT LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 472 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0A0313 . 050012 0A0313-050012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.9% 39 - 47 2369 $12 $384 SF 32 feet 3 2.5% 163 - 176 2360 $12 $624 SF 52 feet 4 4% 365 - 377 2368 $12 $576 SF 48 feet 3 4.6% 411 - 426 2371 $12 $720 SF 60 feet 3 4.6% 462 - 472 2373 $12 $480 SF 40 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - 4.7% 47 - 66 1447 $12 $912 SF 76 feet 3 4.6% - 5.1% 121 - 146 1434 $12 $1,200 SF 100 feet 2 2.3% - 4% 188 - 204 1436 $12 $768 SF 64 feet 3 3.4% 228 - 240 1438 $12 $576 SF 48 feet 3 4.2% - 5.4% 333 - 365 1441 $12 $1,536 SF 128 feet 2 2.9% - 4.2% 377 - 411 1444 $12 $1,632 SF 136 feet 3 3.3% - 3.9% 426 - 436 1445 $12 $480 SF 40 feet 3 2.1% - 5.8% 556 - 605 1449 $12 $2,352 SF 196 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3818 $12 $300 SF 25 feet 4 4" x 4" 400 3819 $12 $300 SF 25 feet 4 4" x 4" 600 3820 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 473 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0A0313 . 050012 0A0313-050012-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 257 3004 $25 $100 SF 4 feet 4 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 101 2631 $10 $40 SF 4 feet 3 $13,280.00 Total costs for RICHMOND STREET DONAL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 474 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0A0313 . 0B0127 0A0313-0B0127-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 32" - 44" 296 - 344 560 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 43 - 51 2456 $12 $384 SF 32 feet 3 10.8% 105 - 131 2448 $12 $1,248 SF 104 feet 1 3.5% 135 - 144 2449 $12 $432 SF 36 feet 3 3.8% 169 - 179 2451 $12 $480 SF 40 feet 3 3.9% 187 - 197 2452 $12 $480 SF 40 feet 3 6.6% 231 - 244 2453 $12 $624 SF 52 feet 2 3.2% 288 - 296 2454 $12 $384 SF 32 feet 3 2.9% 357 - 367 2455 $12 $480 SF 40 feet 3 4.3% 537 - 556 2457 $12 $912 SF 76 feet 3 2.4% 564 - 573 2458 $12 $432 SF 36 feet 4 3.3% 600 - 612 2459 $12 $576 SF 48 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 4.7% 84 - 105 1555 $12 $1,008 SF 84 feet 3 2.9% - 4.2% 144 - 169 1544 $12 $1,200 SF 100 feet 3 4.3% - 4.5% 197 - 231 1546 $12 $1,632 SF 136 feet 3 3.9% - 7.1% 244 - 256 1548 $12 $576 SF 48 feet 2 2.5% - 2.9% 398 - 415 1550 $12 $816 SF 68 feet 3 2.9% - 3.4% 450 - 471 1551 $12 $1,008 SF 84 feet 3 4.8% - 5.8% 511 - 537 1552 $12 $1,248 SF 104 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 475 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side SCHMIDT LANE Street Intersection Number Starting Street 0A0313 . 0B0127 0A0313-0B0127-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.7% - 4.1% 573 - 600 1553 $12 $1,296 SF 108 feet 3 2.4% - 4.2% 612 - 630 1554 $12 $864 SF 72 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3844 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 10 3029 $25 $100 SF 4 feet 4 0.25" - 0.5" 14 3030 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 450 3547 $25 $100 SF 4 feet 2 $16,755.00 Total costs for RICHMOND STREET SCHMIDT LANE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 476 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0A0313 . 0C0206 0A0313-0C0206-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96x48 563 4001 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 41" 0 - 13 543 $75 $75 JOB 1 feet 2 36" - 44" 550 - 601 545 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 204 - 214 2416 $12 $480 SF 40 feet 3 4.4% 224 - 231 2418 $12 $336 SF 28 feet 3 3.9% 361 - 369 2420 $12 $384 SF 32 feet 3 8.2% 429 - 438 2421 $12 $432 SF 36 feet 2 4.5% 470 - 478 2422 $12 $384 SF 32 feet 3 2.8% 506 - 524 2423 $12 $864 SF 72 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.1% 83 - 103 1499 $12 $960 SF 80 feet 3 2.6% - 2.7% 166 - 178 1489 $12 $576 SF 48 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 477 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0A0313 . 0C0206 0A0313-0C0206-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.4% - 2.6% 333 - 358 1491 $12 $1,200 SF 100 feet 3 2.5% - 3.8% 385 - 329 1494 $12 $2,112 SF 176 feet 3 2.2% 438 - 455 1495 $12 $816 SF 68 feet 3 3.0% - 4.4% 478 - 506 1496 $12 $1,344 SF 112 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3834 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 32 401 3945 $75 $75 JOB 1 feet 3 56" 454 3946 $75 $75 JOB 1 feet 3 $10,500.00 Total costs for RICHMOND STREET MANILA AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 478 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0A0313 . 0C0213 0A0313-0C0213-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 35" - 39" 0 - 44 544 $75 $75 JOB 1 feet 2 38" 58 - 64 547 $75 $75 JOB 1 feet 2 28" - 44" 569 - 582 546 $75 $75 JOB 1 feet 1 36" 591 - 630 548 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.2% 83 - 91 2425 $12 $384 SF 32 feet 2 2.5% 120 - 143 2415 $12 $1,104 SF 92 feet 4 4.6% 206 - 215 2417 $12 $432 SF 36 feet 3 4.9% 256 - 266 2419 $12 $480 SF 40 feet 3 2.5% 583 - 591 2424 $12 $384 SF 32 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.4% - 4% 0 - 44 1487 $12 $2,112 SF 176 feet 3 3.2% - 3.4% 91 - 120 1500 $12 $1,392 SF 116 feet 3 2.6% - 5.8% 143 - 162 1488 $12 $912 SF 76 feet 2 2.3% - 5.5% 215 - 256 1490 $12 $1,872 SF 156 feet 2 4.6% - 5.3% 348 - 365 1492 $12 $816 SF 68 feet 2 2.4% - 3.3% 378 - 392 1493 $12 $672 SF 56 feet 3 3.2% 526 - 529 1497 $12 $144 SF 12 feet 3 no dimensions 591 - 594 1498 $12 $144 SF 12 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 479 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side MANILA AVENUE Street Intersection Number Starting Street 0A0313 . 0C0213 0A0313-0C0213-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 64" 340 3944 $75 $75 JOB 1 feet 3 $11,223.00 Total costs for RICHMOND STREET MANILA AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 480 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0A0314 . 050012 0A0314-050012-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12.5% 34 - 43 2366 $12 $432 SF 36 feet 1 11% 56 - 64 2375 $12 $384 SF 32 feet 1 3.7% 98 - 112 2376 $12 $672 SF 56 feet 3 3.7% 137 - 148 2359 $12 $528 SF 44 feet 3 16.9% 178 - 199 2361 $12 $1,008 SF 84 feet 1 15.9% 205 - 213 2362 $12 $384 SF 32 feet 1 4.6% 238 - 250 2363 $12 $576 SF 48 feet 3 3.9% 285 - 295 2364 $12 $480 SF 40 feet 3 4.7% 325 - 337 2365 $12 $576 SF 48 feet 3 15.1% 361 - 371 2367 $12 $480 SF 40 feet 1 16.1% 400 - 410 2370 $12 $480 SF 40 feet 1 12.4% 438 - 449 2372 $12 $432 SF 36 feet 1 10.6% 479 - 490 2374 $12 $528 SF 44 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% 9 - 20 1451 $12 $528 SF 44 feet 3 4.3% 43 - 50 1446 $12 $336 SF 28 feet 3 2.8% - 4.9% 63 - 98 1450 $12 $1,680 SF 140 feet 2 2.3% - 2.5% 112 - 137 1433 $12 $1,200 SF 100 feet 3 3.8% - 7% 148 - 178 1435 $12 $1,440 SF 120 feet 2 2.9% - 3.8% 213 - 238 1437 $12 $1,200 SF 100 feet 3 2.9% - 5.1% 250 - 285 1439 $12 $1,680 SF 140 feet 2 5.6% - 5.7% 295 - 325 1440 $12 $1,440 SF 120 feet 2 3.3% - 3.5% 345 - 361 1442 $12 $768 SF 64 feet 3 2.5% - 6.5% 371 - 400 1443 $12 $1,392 SF 116 feet 2 4.2% - 11% 552 - 600 1448 $12 $2,304 SF 192 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 481 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side DONAL AVENUE Street Intersection Number Starting Street 0A0314 . 050012 0A0314-050012-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3817 $12 $300 SF 25 feet 4 $21,228.00 Total costs for RICHMOND STREET DONAL AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 482 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0A0314 . 050086 0A0314-050086-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 34" 561 326 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 42 - 48 531 $75 $75 JOB 1 feet 2 44" 48 - 52 532 $75 $75 JOB 1 feet 2 38" - 44" 389 - 413 530 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 48 - 68 2404 $12 $960 SF 80 feet 3 16.8% 62 - 70 2406 $12 $384 SF 32 feet 1 4.2% 100 - 114 2392 $12 $672 SF 56 feet 3 13.2% 127 - 137 2393 $12 $480 SF 40 feet 1 4.7% 151 - 162 2394 $12 $528 SF 44 feet 3 4.3% 180 - 190 2395 $12 $480 SF 40 feet 3 14.9% 230 - 240 2397 $12 $480 SF 40 feet 1 9.6% 284 - 295 2399 $12 $528 SF 44 feet 1 12.2% 301 - 311 2401 $12 $480 SF 40 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 483 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0A0314 . 050086 0A0314-050086-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.5% - 7% 0 - 48 1471 $12 $2,304 SF 192 feet 2 7.4% - 8.9% 62 - 92 1479 $12 $1,440 SF 120 feet 2 2.5% - 4.3% 114 - 127 1472 $12 $624 SF 52 feet 3 3.5% - 4.7% 137 - 151 1473 $12 $672 SF 56 feet 3 2.8% - 4.6% 190 - 222 1474 $12 $1,536 SF 128 feet 3 4.7% - 5.3% 240 - 284 1475 $12 $2,112 SF 176 feet 2 2.4% - 3.0% 487 - 502 1478 $12 $672 SF 56 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3827 $12 $300 SF 25 feet 4 4" x 4" 400 3829 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 390 3011 $25 $100 SF 4 feet 4 0.25" - 0.5" 502 3012 $25 $100 SF 4 feet 4 36" 568 - 592 3013 $25 $2,400 SF 96 feet 1 $17,877.00 Total costs for RICHMOND STREET GLADYS AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 484 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0A0314 . 050086 0A0314-050086-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 44 3999 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 120 - 144 528 $75 $75 JOB 1 feet 2 34" 245 - 252 529 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.3% 216 - 223 2396 $12 $336 SF 28 feet 2 4.3% 232 - 242 2398 $12 $480 SF 40 feet 3 7% 300 - 310 2400 $12 $480 SF 40 feet 2 5.3% 316 - 325 2402 $12 $432 SF 36 feet 2 4.1% 431 - 441 2403 $12 $480 SF 40 feet 2 2.5% 515 - 530 2405 $12 $720 SF 60 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% 325 - 342 1476 $12 $816 SF 68 feet 3 2.3% - 3.7% 441 - 464 1477 $12 $1,104 SF 92 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 485 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side GLADYS AVENUE Street Intersection Number Starting Street 0A0314 . 050086 0A0314-050086-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3826 $12 $300 SF 25 feet 4 4" x 4" 400 3828 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 42" 145 3940 $75 $75 JOB 1 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.4" 56 3541 $25 $100 SF 4 feet 1 $5,785.00 Total costs for RICHMOND STREET GLADYS AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 486 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0314 . 0A0281 0A0314-0A0281-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 16.6% 25 - 35 2438 $12 $480 SF 40 feet 1 6.5% 49 - 58 2445 $12 $432 SF 36 feet 2 6.4% 116 - 122 2435 $12 $288 SF 24 feet 2 2.9% 294 - 305 2440 $12 $528 SF 44 feet 3 4.9% 349 - 358 2441 $12 $432 SF 36 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 5.0% - 5.2% 0 - 25 1526 $12 $1,200 SF 100 feet 2 2.8% - 5.1% 35 - 49 1534 $12 $672 SF 56 feet 2 3.2% - 4.7% 90 - 110 1542 $12 $960 SF 80 feet 3 2.6% - 5.2% 122 - 156 1528 $12 $1,632 SF 136 feet 2 5.2% - 8.2% 171 - 198 1530 $12 $1,296 SF 108 feet 2 2.9% - 3.5% 325 - 349 1533 $12 $1,152 SF 96 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3840 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 487 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0314 . 0A0281 0A0314-0A0281-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 67" 259 3894 $100 $100 JOB 1 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 77 3027 $25 $100 SF 4 feet 4 0.25" - 0.5" 90 3028 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 20" 198 3546 $25 $100 SF 4 feet 1 $9,772.00 Total costs for RICHMOND STREET POTRERO AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 488 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0314 . 0A0284 0A0314-0A0284-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 47 4003 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" - 40" 0 - 43 559 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.3% - 3.6% 68 - 76 2447 $12 $384 SF 32 feet 3 12.4% 209 - 219 2436 $12 $480 SF 40 feet 1 4.7% 223 - 234 2437 $12 $528 SF 44 feet 3 7.6% 289 - 298 2439 $12 $432 SF 36 feet 2 3.4% 350 - 363 2442 $12 $624 SF 52 feet 3 11.2% 414 - 425 2443 $12 $528 SF 44 feet 1 5.6% 459 - 472 2444 $12 $624 SF 52 feet 2 5.7% 540 - 550 2446 $12 $528 SF 44 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.3% 0 - 59 1527 $12 $2,832 SF 236 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 489 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side POTRERO AVENUE Street Intersection Number Starting Street 0A0314 . 0A0284 0A0314-0A0284-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 9.1% 59 - 68 1540 $12 $432 SF 36 feet 1 3.6% 70 - 96 1541 $12 $1,248 SF 104 feet 3 2.5% - 3.4% 96 - 122 1543 $12 $1,248 SF 104 feet 3 2.5% - 3.5% 135 - 167 1529 $12 $1,536 SF 128 feet 3 2.7% - 3.8% 183 - 209 1531 $12 $1,248 SF 104 feet 3 2.3% - 2.6% 298 - 332 1532 $12 $1,632 SF 136 feet 4 2.7% - 4.4% 363 - 414 1535 $12 $2,448 SF 204 feet 3 4.3% - 5.9% 425 - 459 1536 $12 $1,632 SF 136 feet 2 4.2% - 5% 472 - 531 1537 $12 $2,832 SF 236 feet 2 3.8% 551 - 561 1538 $12 $480 SF 40 feet 3 5.0% - 6.7% 574 - 604 1539 $12 $1,440 SF 120 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3841 $12 $300 SF 25 feet 4 4" x 4" 400 3842 $12 $300 SF 25 feet 4 4" x 4" 600 3843 $12 $300 SF 25 feet 4 $24,123.00 Total costs for RICHMOND STREET POTRERO AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 490 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0314 . 0C0355 0A0314-0C0355-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 40" 221 - 256 514 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.2% 101 - 114 2349 $12 $624 SF 52 feet 2 12.6% 203 - 221 2350 $12 $864 SF 72 feet 1 17.1% 256 - 267 3813 $12 $528 SF 44 feet 4 4.8% 307 - 317 2351 $12 $480 SF 40 feet 3 5.5% 326 - 336 2352 $12 $480 SF 40 feet 2 14.9% 376 - 386 2353 $12 $480 SF 40 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3% - 3.5% 81 - 101 1426 $12 $960 SF 80 feet 3 4% - 6.7% 267 - 307 1424 $12 $1,920 SF 160 feet 2 2.4% - 3% 336 - 350 1425 $12 $672 SF 56 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3811 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 491 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side BLAKE STREET Street Intersection Number Starting Street 0A0314 . 0C0355 0A0314-0C0355-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 4" x 4" 400 3812 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 185 2987 $25 $100 SF 4 feet 4 0.25" - 0.5" 203 2988 $25 $100 SF 4 feet 4 0.25" - 0.5" 256 2989 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 317 3518 $25 $100 SF 4 feet 1 $8,083.00 Total costs for RICHMOND STREET BLAKE STREET starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 492 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street XA0308 . 020044 XA0308-020044-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" 104 - 140 517 $75 $75 JOB 1 feet 2 24" - 33" 276 - 313 518 $75 $75 JOB 1 feet 1 36" - 42" 470 - 474 521 $75 $75 JOB 1 feet 2 29" - 44" 532 - 580 523 $75 $75 JOB 1 feet 1 36" - 44" 588 - 601 524 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.2% 50 - 65 2386 $12 $720 SF 60 feet 3 3.2% 140 - 149 2377 $12 $432 SF 36 feet 3 2.7% 152 - 163 2378 $12 $528 SF 44 feet 4 3.2% 395 - 407 2382 $12 $576 SF 48 feet 3 3.8% 499 - 526 2385 $12 $1,296 SF 108 feet 3 10.6% 578 - 590 2387 $12 $576 SF 48 feet 1 9.7% 687 - 699 2388 $12 $576 SF 48 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 6.3% 0 - 12 1452 $12 $576 SF 48 feet 2 2.3% 164 - 166 1454 $12 $96 SF 8 feet 3 3.3% - 4.3% 178 - 215 1455 $12 $1,776 SF 148 feet 3 3.8% - 6.3% 236 - 251 1457 $12 $720 SF 60 feet 2 4.3% - 7.3% 270 - 295 1459 $12 $1,200 SF 100 feet 2 3.7% - 4.6% 371 - 377 1461 $12 $288 SF 24 feet 3 2.3% - 5.3% 415 - 427 1462 $12 $576 SF 48 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 493 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street XA0308 . 020044 XA0308-020044-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 8.2% - 8.8% 442 - 459 1463 $12 $816 SF 68 feet 2 3.8% - 5.3% 526 - 549 1464 $12 $1,104 SF 92 feet 2 2.7% - 3.3% 681 - 687 1465 $12 $288 SF 24 feet 3 2.4% - 3.9% 728 - 742 1466 $12 $672 SF 56 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 400 3823 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 63" 716 3937 $75 $75 JOB 1 feet 3 30" 350 - 379 3938 $75 $75 JOB 1 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 203 3005 $25 $100 SF 4 feet 4 0.25" - 0.5" 350 3006 $25 $100 SF 4 feet 4 0.25" - 0.5" 663 3007 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 494 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side EUREKA AVENUE Street Intersection Number Starting Street XA0308 . 020044 XA0308-020044-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.25" 42 3534 $25 $100 SF 4 feet 1 58" 252 3536 $25 $100 SF 4 feet 1 1" 681 3539 $25 $100 SF 4 feet 1 2" 763 3540 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 427 - 442 2632 $10 $600 SF 60 feet 3 $14,941.00 Total costs for RICHMOND STREET EUREKA AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 495 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side STOCKTON AVENUE Street Intersection Number Starting Street XA0308 . 0A0329 XA0308-0A0329-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 26" 0 - 20 562 $75 $75 JOB 1 feet 1 24" 253 - 263 564 $75 $75 JOB 1 feet 1 36" 294 - 303 565 $75 $75 JOB 1 feet 2 36" 451 - 454 566 $75 $75 JOB 1 feet 2 24" - 44" 484 - 520 567 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.9% 133 - 145 2460 $12 $576 SF 48 feet 3 2.8% 186 - 200 2461 $12 $672 SF 56 feet 4 3.4% 208 - 218 2462 $12 $480 SF 40 feet 3 2.9% 359 - 369 2465 $12 $480 SF 40 feet 3 5.6% 527 - 539 2467 $12 $576 SF 48 feet 2 8% 573 - 588 2468 $12 $720 SF 60 feet 2 8.2% 617 - 633 2469 $12 $768 SF 64 feet 2 8% 695 - 709 2470 $12 $672 SF 56 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.8% 0 - 20 1557 $12 $960 SF 80 feet 3 2.8% - 5.4% 72 - 133 1567 $12 $2,928 SF 244 feet 2 3.3% - 4.5% 145 - 158 1558 $12 $624 SF 52 feet 3 2.8% - 4.7% 218 - 261 1559 $12 $2,064 SF 172 feet 3 2.4% - 2.6% 403 - 423 1562 $12 $960 SF 80 feet 4 2.7% - 4.3% 484 - 504 1563 $12 $960 SF 80 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 496 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side STOCKTON AVENUE Street Intersection Number Starting Street XA0308 . 0A0329 XA0308-0A0329-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.2% - 4.3% 562 - 573 1565 $12 $528 SF 44 feet 3 2.3% - 2.8% 730 - 746 1568 $12 $768 SF 64 feet 3 2.5% - 2.6% 754 - 770 1569 $12 $768 SF 64 feet 4 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3845 $12 $300 SF 25 feet 4 4" x 4" 400 3847 $12 $300 SF 25 feet 4 4" x 4" 600 3848 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 484 3032 $25 $100 SF 4 feet 4 0.25" - 0.5" 513 3033 $25 $100 SF 4 feet 4 $16,979.00 Total costs for RICHMOND STREET STOCKTON AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 497 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side WALDO AVENUE Street Intersection Number Starting Street YA0308 . 020208 YA0308-020208-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 41" 33 - 49 568 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.3% 141 - 148 2472 $12 $336 SF 28 feet 2 3.9% 392 - 401 2475 $12 $432 SF 36 feet 3 4% 409 - 418 2476 $12 $432 SF 36 feet 3 3.5% 489 - 500 2477 $12 $528 SF 44 feet 3 3.6% 509 - 519 2478 $12 $480 SF 40 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 7.0% 130 - 141 1570 $12 $528 SF 44 feet 2 2.5% - 3.1% 202 - 235 1572 $12 $1,584 SF 132 feet 3 2.2% - 2.7% 297 - 309 1574 $12 $576 SF 48 feet 4 3.8% - 5.7% 418 - 462 1576 $12 $2,112 SF 176 feet 2 2.4% - 4.1% 519 - 591 1578 $12 $3,456 SF 288 feet 3 3.4% - 4.4% 633 - 667 1579 $12 $1,632 SF 136 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 498 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side WALDO AVENUE Street Intersection Number Starting Street YA0308 . 020208 YA0308-020208-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3849 $12 $300 SF 25 feet 4 4" x 4" 400 3851 $12 $300 SF 25 feet 4 4" x 4" 600 3852 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 322 3035 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 5.5" 148 3549 $25 $100 SF 4 feet 1 4.75" 352 3550 $25 $100 SF 4 feet 1 $13,371.00 Total costs for RICHMOND STREET WALDO AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 499 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side WALDO AVENUE Street Intersection Number Starting Street YA0308 . 020212 YA0308-020212-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 30" 524 - 536 569 $75 $75 JOB 1 feet 1 44" 602 - 610 570 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 253 - 267 2473 $12 $672 SF 56 feet 3 3.6% 369 - 379 2474 $12 $480 SF 40 feet 3 2.3% 512 - 524 2479 $12 $576 SF 48 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.8% 21 - 29 1573 $12 $384 SF 32 feet 3 2.3% - 4.9% 50 - 66 1577 $12 $768 SF 64 feet 3 4.1% - 5.1% 70 - 81 1580 $12 $528 SF 44 feet 2 2.9% - 3.9% 150 - 186 1571 $12 $1,728 SF 144 feet 3 2.8% - 3.9% 400 - 410 1575 $12 $480 SF 40 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3850 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 500 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side WALDO AVENUE Street Intersection Number Starting Street YA0308 . 020212 YA0308-020212-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" - 0.5" 126 3034 $25 $100 SF 4 feet 4 0.25" - 0.5" 585 3036 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.25" 115 3548 $25 $100 SF 4 feet 1 $6,366.00 Total costs for RICHMOND STREET WALDO AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 501 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side MOESER LANE Street Intersection Number Starting Street YA0308 . 0A0254 YA0308-0A0254-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 661 4002 $12 $12 JOB 1 feet 4 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.6% 264 - 286 2426 $12 $1,056 SF 88 feet 3 4.6% 496 - 507 2429 $12 $528 SF 44 feet 3 4.4% 510 - 523 2430 $12 $624 SF 52 feet 3 3.4% 600 - 608 2431 $12 $384 SF 32 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9% - 3.0% 87 - 116 1512 $12 $1,392 SF 116 feet 3 2.4% - 4.6% 286 - 393 1504 $12 $5,136 SF 428 feet 3 3.0% - 6.7% 403 - 495 1506 $12 $4,416 SF 368 feet 2 3.9% - 7.9% 523 - 600 1510 $12 $3,696 SF 308 feet 2 2.3% - 4% 608 - 661 1511 $12 $2,544 SF 212 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3835 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 502 May 2009 ---PAGE BREAK--- W RICHMOND STREET Street Side MOESER LANE Street Intersection Number Starting Street YA0308 . 0A0254 YA0308-0A0254-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 4" x 4" 500 3836 $12 $300 SF 25 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 13 3543 $25 $100 SF 4 feet 1 1" 590 3544 $25 $100 SF 4 feet 1 $20,588.00 Total costs for RICHMOND STREET MOESER LANE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 503 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side STOCKTON AVENUE Street Intersection Number Starting Street YA0308 . 0A0329 YA0308-0A0329-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 96" x 48" 689 4005 $12 $12 JOB 1 feet 4 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 36" - 44" 177 - 198 563 $75 $75 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.2% 82 - 95 2471 $12 $624 SF 52 feet 3 4.3% 252 - 262 2463 $12 $480 SF 40 feet 3 3.4% 331 - 341 2464 $12 $480 SF 40 feet 3 6.3% 422 - 443 2466 $12 $1,008 SF 84 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.7% 272 - 287 1560 $12 $720 SF 60 feet 4 2.3% - 2.8% 318 - 322 1561 $12 $192 SF 16 feet 3 2.4% - 2.8% 548 - 561 1564 $12 $624 SF 52 feet 3 2.3% - 2.3% 623 - 639 1566 $12 $768 SF 64 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 504 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side STOCKTON AVENUE Street Intersection Number Starting Street YA0308 . 0A0329 YA0308-0A0329-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 300 3846 $12 $300 SF 25 feet 4 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 64" 167 3949 $75 $75 JOB 1 feet 3 72" 195 3950 $75 $75 JOB 1 feet 4 $5,433.00 Total costs for RICHMOND STREET STOCKTON AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 505 May 2009 ---PAGE BREAK--- E RICHMOND STREET Street Side STOCKTON AVENUE Street Intersection Number Starting Street YA0308 . 0A0329 YA0308-0A0329-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $328,380.00 Total costs for RICHMOND STREET S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 506 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side KNOTT AVENUE Street Intersection Number Starting Street NB0001 . 000020 NB0001-000020-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus Stop boarding area has a cross slope greater than the street or highway and does not comply with the requirements for sidewalks. • As-Built Description: Distance from Corner ID # PS63AREF R410.1.4 1131B.4 TBD 10.1; 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Demolish existing and provide new bus stop boarding area sidewalk section not exceeding the 1:48 maximum required cross slope. Bus Boarding Area Slope Severity Fiscal Year PWD O/R Note: 492 4010 REF feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.1% 123 - 151 1806 $12 $1,344 SF 112 feet 2 7.8% 338 - 367 1807 $12 $1,392 SF 116 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 3.9% 15 - 26 1604 $12 $528 SF 44 feet 3 2.1% - 2.7% 36 - 56 1614 $12 $960 SF 80 feet 4 2.1% - 2.8% 75 - 106 1618 $12 $1,488 SF 124 feet 3 3.4% 117 - 123 1602 $12 $288 SF 24 feet 3 2.2% - 3.5% 151 - 174 1605 $12 $1,104 SF 92 feet 3 2.1% - 3.0% 174 - 238 1606 $12 $3,072 SF 256 feet 3 2.1% - 2.3% 243 - 270 1609 $12 $1,296 SF 108 feet 3 2.2% - 2.9% 273 - 314 1610 $12 $1,968 SF 164 feet 3 2.3% 320 - 324 1613 $12 $192 SF 16 feet 3 7.1% 369 - 374 1615 $12 $240 SF 20 feet 2 2.1% - 2.9% 440 - 460 1616 $12 $960 SF 80 feet 3 2.1% - 2.9% 465 - 502 1617 $12 $1,776 SF 148 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 507 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side KNOTT AVENUE Street Intersection Number Starting Street NB0001 . 000020 NB0001-000020-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" high 106 3042 $25 $100 SF 4 feet 4 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" high 270 3555 $25 $100 SF 4 feet 1 $16,808.00 Total costs for SAN PABLO AVENUE KNOTT AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 508 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side OHIO STREET Street Intersection Number Starting Street NB0001 . 070245 NB0001-070245-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.7% 13 - 45 1810 $12 $1,536 SF 128 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 3.0% 104 - 117 1625 $12 $624 SF 52 feet 3 2.2% - 3.1% 255 - 279 1626 $12 $1,152 SF 96 feet 3 2.4% - 3.1% 303 - 328 1627 $12 $1,200 SF 100 feet 3 2.7% - 3.5% 381 - 395 1628 $12 $672 SF 56 feet 3 $5,184.00 Total costs for SAN PABLO AVENUE OHIO STREET starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 509 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side CONLON AVENUE Street Intersection Number Starting Street NB0001 . 070256 NB0001-070256-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Bus stop boarding area is smaller than the required 96" length and 60" width minimum. • As-Built Description: Distance from Corner ID # PS61A R410.1.2 1131B.4 TBD 10.1 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a bus stop pad with a clear length of 96" minimum, measured perpendicular to the curb or vehicle roadway edge, and a clear width of 60" minimum. Bus Boarding Area Clear Floor Severity Fiscal Year PWD O/R Note: 87 24 4006 $12 $12 JOB 1 feet 3 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 12.5% 29 - 48 1801 $12 $912 SF 76 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.7% - 5.5% 0 - 16 1585 $12 $768 SF 64 feet 2 2.3% - 3.0% 16 - 29 1588 $12 $624 SF 52 feet 3 2.4% - 3.1% 48 - 122 1594 $12 $3,552 SF 296 feet 3 4.1% - 5.3% 137 - 203 1586 $12 $3,168 SF 264 feet 2 $9,036.00 Total costs for SAN PABLO AVENUE CONLON AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 510 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side WALL AVENUE Street Intersection Number Starting Street NB0001 . 070279 NB0001-070279-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 35" 0 572 $75 $75 JOB 1 feet 1 16" 533 - 540 573 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.1% 88 - 107 1815 $12 $912 SF 76 feet 1 8.3% 168 - 192 1811 $12 $1,152 SF 96 feet 2 10.8% 412 - 431 1812 $12 $912 SF 76 feet 1 9% 485 - 499 1813 $12 $672 SF 56 feet 1 11.5% 596 - 625 1814 $12 $1,392 SF 116 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.3% - 4.0% 0 - 88 1629 $12 $4,224 SF 352 feet 3 2.6% - 4.2% 107 - 152 1630 $12 $2,160 SF 180 feet 3 3.6% - 4.0% 159 - 168 1632 $12 $432 SF 36 feet 3 2.1% - 5.0% 225 - 404 1633 $12 $8,592 SF 716 feet 2 2.7% - 3.5% 431 - 485 1635 $12 $2,592 SF 216 feet 3 4.7% 499 - 505 1638 $12 $288 SF 24 feet 3 2.1% 526 - 532 1640 $12 $288 SF 24 feet 3 2.4% - 3.4% 554 - 567 1641 $12 $624 SF 52 feet 3 2.4% - 3.8% 578 - 596 1642 $12 $864 SF 72 feet 3 5.9% - 8.6% 625 - 676 1643 $12 $2,448 SF 204 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 511 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side WALL AVENUE Street Intersection Number Starting Street NB0001 . 070279 NB0001-070279-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" high 54 3560 $25 $100 SF 4 feet 1 142 3557 $25 $100 SF 4 feet 1 2.25" 152 3558 $25 $100 SF 4 feet 1 0.5" 159 3559 $25 $100 SF 4 feet 3 2" 552 3561 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 404 2633 $10 $40 SF 4 feet 3 404 - 412 2634 $10 $320 SF 32 feet 3 $28,562.00 Total costs for SAN PABLO AVENUE WALL AVENUE starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 512 May 2009 ---PAGE BREAK--- E SAN PABLO AVENUE Street Side CUTTING BOULEVARD Street Intersection Number Starting Street NB0001 . 0A0133 NB0001-0A0133-E TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.3% 118 - 143 1802 $12 $1,200 SF 100 feet 2 8.3% 172 - 196 1803 $12 $1,152 SF 96 feet 2 6.7% 221 - 258 1804 $12 $1,776 SF 148 feet 2 8.5% 314 - 350 1805 $12 $1,728 SF 144 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.4% 0 - 97 1595 $12 $4,656 SF 388 feet 3 2.4% - 2.5% 101 - 118 1596 $12 $816 SF 68 feet 3 3.4% - 3.7% 143 - 172 1597 $12 $1,392 SF 116 feet 3 2.5% - 2.7% 196 - 221 1598 $12 $1,200 SF 100 feet 4 2.3% - 2.6% 258 - 277 1599 $12 $912 SF 76 feet 4 2.5% 291 - 295 1600 $12 $192 SF 16 feet 4 2.2% - 2.5% 305 - 314 1601 $12 $432 SF 36 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26AREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 293 3293 REF feet 2 $15,456.00 Total costs for SAN PABLO AVENUE CUTTING BOULEVARD starting at Block Face of: EAST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 513 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side KNOTT AVENUE Street Intersection Number Starting Street SB0001 . 000154 SB0001-000154-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.5% 72 - 99 1808 $12 $1,296 SF 108 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.6% 0 - 23 2482 $12 $1,104 SF 92 feet 1 7.4% 172 - 201 2483 $12 $1,392 SF 116 feet 2 9.7% 240 - 283 2484 $12 $2,064 SF 172 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.5% 23 - 72 1607 $12 $2,352 SF 196 feet 3 2.8% - 3.5% 99 - 146 1619 $12 $2,256 SF 188 feet 3 4.0% - 5.1% 146 - 158 1603 $12 $576 SF 48 feet 2 2.5% - 3.5% 231 - 240 1608 $12 $432 SF 36 feet 3 2.5% 288 - 293 1611 $12 $240 SF 20 feet 4 3.7% - 4.8% 293 - 347 1612 $12 $2,592 SF 216 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 514 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side KNOTT AVENUE Street Intersection Number Starting Street SB0001 . 000154 SB0001-000154-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An abrupt change in level exceeding 4" vertically, except between a walk/sidewalk and an adjacent street or driveway, is not identified by a 6" minimum high warning curb above the potential drop off (CA requirement only) • As-Built Description: Distance from Corner ID # PR30AREF 1133B.8.1 TBD 4.3.8 PCODE CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 6" minimum high warning curb or guardrail centered at 3" above the pedestrian access route or fill in the drop off with soil or gravel. Drop-off Adjacent to Walkway Severity Fiscal Year PWD O/R Note: 4.5" 158 3645 REF feet 1 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 48" AFF 126 3951 $75 $75 JOB 1 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26BREF R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2.25" 146 3633 REF feet 1 1.75" 156 3634 REF feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18AREF R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 146 - 158 2653 REF feet 3 $14,379.00 Total costs for SAN PABLO AVENUE KNOTT AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 515 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side WALL AVENUE Street Intersection Number Starting Street SB0001 . 000305 SB0001-000305-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.3% 209 2485 $12 $240 SF 20 feet 4 7% 4 - 35 2486 $12 $1,488 SF 124 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 3.7% 51 - 68 1639 $12 $816 SF 68 feet 3 2.4% - 2.8% 141 - 166 1631 $12 $1,200 SF 100 feet 3 2.7% - 3.0% 375 - 445 1634 $12 $3,360 SF 280 feet 3 2.4% - 3.0% 445 - 467 1636 $12 $1,056 SF 88 feet 3 2.2% - 3.1% 467 - 485 1637 $12 $864 SF 72 feet 3 $9,024.00 Total costs for SAN PABLO AVENUE WALL AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 516 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side CONLON AVENUE Street Intersection Number Starting Street SB0001 . 070256 SB0001-070256-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.4% 321 - 342 2480 $12 $240 SF 20 feet 2 4.5% 369 - 386 2481 $12 $240 SF 20 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 2.7% 0 1584 $12 $432 SF 36 feet 4 2.2% - 2.9% 15 - 20 1587 $12 $240 SF 20 feet 3 2.3% - 3.3 25 - 51 1589 $12 $1,248 SF 104 feet 3 2.5 252 - 257 1590 $12 $240 SF 20 feet 4 2.7% - 3.3% 293 - 321 1591 $12 $1,344 SF 112 feet 3 3.4% - 2.3% 342 - 369 1592 $12 $1,296 SF 108 feet 3 2.5% - 2.8% 386 - 399 1593 $12 $624 SF 52 feet 3 $5,904.00 Total costs for SAN PABLO AVENUE CONLON AVENUE starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 517 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side NORTH CITY LIMITS Street Intersection Number Starting Street SB0001 . NOCILI SB0001-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.4% 213 - 248 1809 $12 $1,680 SF 140 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 2.7% 15 - 25 1620 $12 $480 SF 40 feet 4 2.6% - 3.9% 37 - 51 1622 $12 $672 SF 56 feet 3 2.6% 96 - 100 1624 $12 $192 SF 16 feet 3 2.4% - 2.9% 161 - 175 1621 $12 $672 SF 56 feet 3 2.1% - 3.2% 519 - 542 1623 $12 $1,104 SF 92 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1.25" 513 3556 $25 $100 SF 4 feet 1 $4,900.00 Total costs for SAN PABLO AVENUE NORTH CITY LIMITS starting at Block Face of: WEST S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 518 May 2009 ---PAGE BREAK--- W SAN PABLO AVENUE Street Side NORTH CITY LIMITS Street Intersection Number Starting Street SB0001 . NOCILI SB0001-NOCILI-W TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $109,253.00 Total costs for SAN PABLO AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 519 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0A0329 . 020029 0A0329-020029-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 4.4% 0 - 205 1653 $12 $9,840 SF 820 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3857 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 0 3078 $25 $100 SF 4 feet 3 0.5" 7 3079 $25 $100 SF 4 feet 3 0.5" 22 3080 $25 $100 SF 4 feet 3 0.5" 31 3081 $25 $100 SF 4 feet 3 0.5" 43 3082 $25 $100 SF 4 feet 3 0.5" 64 3083 $25 $100 SF 4 feet 3 0.5" 84 3084 $25 $100 SF 4 feet 3 0.5" 93 3085 $25 $100 SF 4 feet 3 0.5" 105 3086 $25 $100 SF 4 feet 3 0.5" 124 3087 $25 $100 SF 4 feet 3 0.5" 143 3088 $25 $100 SF 4 feet 3 0.5" 152 3089 $25 $100 SF 4 feet 3 0.5" 157 3090 $25 $100 SF 4 feet 3 0.5" 196 3091 $25 $100 SF 4 feet 3 $11,540.00 Total costs for STOCKTON AVENUE ELM STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 520 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side ELM STREET Street Intersection Number Starting Street 0A0329 . 020032 0A0329-020032-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 5.6% 0 - 189 1652 $12 $9,072 SF 756 feet 2 $9,072.00 Total costs for STOCKTON AVENUE ELM STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 521 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0329 . 020069 0A0329-020069-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3% 0 - 42 1655 $12 $2,016 SF 168 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 0 3092 $25 $100 SF 4 feet 3 0.5" 47 3096 $25 $100 SF 4 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 10 - 12 2636 $10 $80 SF 8 feet 3 $2,296.00 Total costs for STOCKTON AVENUE EVERETT STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 522 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side EVERETT STREET Street Intersection Number Starting Street 0A0329 . 020069 0A0329-020069-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 3.8% 0 - 97 1656 $12 $4,656 SF 388 feet 3 2.6% - 3.2% 128 - 182 1657 $12 $2,592 SF 216 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3858 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 4 3093 $25 $100 SF 4 feet 3 0.5" 36 3094 $25 $100 SF 4 feet 3 0.5" 40 3095 $25 $100 SF 4 feet 3 0.5" 48 3097 $25 $100 SF 4 feet 3 0.5" 60 3098 $25 $100 SF 4 feet 3 0.5" 64 3099 $25 $100 SF 4 feet 3 0.5" 97 3100 $25 $100 SF 4 feet 3 0.5" 102 3101 $25 $100 SF 4 feet 3 0.5" 119 3102 $25 $100 SF 4 feet 3 0.5" 157 3103 $25 $100 SF 4 feet 3 0.5" 180 3104 $25 $100 SF 4 feet 3 $8,648.00 Total costs for STOCKTON AVENUE EVERETT STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 523 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side LEXINGTON AVENUE Street Intersection Number Starting Street 0A0329 . 020114 0A0329-020114-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 4.7% 0 - 142 1661 $12 $6,816 SF 568 feet 3 2.5% - 2.7% 156 - 205 1662 $12 $2,352 SF 196 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 41 3120 $25 $100 SF 4 feet 3 0.5" 82 3121 $25 $100 SF 4 feet 3 0.5" 102 3122 $25 $100 SF 4 feet 3 0.5" 113 3123 $25 $100 SF 4 feet 3 0.5" 142 3124 $25 $100 SF 4 feet 3 $9,668.00 Total costs for STOCKTON AVENUE LEXINGTON AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 524 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0329 . 020129 0A0329-020129-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 4.0% 0 - 291 1663 $12 $13,968 SF 1164 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3862 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 13 3127 $25 $100 SF 4 feet 3 0.5" 33 3130 $25 $100 SF 4 feet 3 0.5" 41 3132 $25 $100 SF 4 feet 3 0.5" 53 3133 $25 $100 SF 4 feet 3 0.5" 70 3136 $25 $100 SF 4 feet 3 0.5" 74 3137 $25 $100 SF 4 feet 3 $14,868.00 Total costs for STOCKTON AVENUE LIBERTY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 525 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side LIBERTY STREET Street Intersection Number Starting Street 0A0329 . 020129 0A0329-020129-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3861 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 6 3125 $25 $100 SF 4 feet 3 0.5" 10 3126 $25 $100 SF 4 feet 3 0.5" 19 3128 $25 $100 SF 4 feet 3 0.5" 22 3129 $25 $100 SF 4 feet 3 0.5" 37 3131 $25 $100 SF 4 feet 3 0.5" 57 3134 $25 $100 SF 4 feet 3 0.5" 59 3135 $25 $100 SF 4 feet 3 0.5" 84 3138 $25 $100 SF 4 feet 3 0.5" 129 3139 $25 $100 SF 4 feet 3 0.5" 161 3140 $25 $100 SF 4 feet 3 0.5" 168 3141 $25 $100 SF 4 feet 3 0.5" 178 3142 $25 $100 SF 4 feet 3 0.5" 182 3143 $25 $100 SF 4 feet 3 0.5" 202 3144 $25 $100 SF 4 feet 3 $1,700.00 Total costs for STOCKTON AVENUE LIBERTY STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 526 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0329 . 020146 0A0329-020146-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.5% 100 - 114 2492 $12 $672 SF 56 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 2.6% 114 - 194 1666 $12 $3,840 SF 320 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 56 3149 $25 $100 SF 4 feet 3 0.5" 114 3151 $25 $100 SF 4 feet 3 0.5" 159 3153 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 166 3571 $25 $100 SF 4 feet 2 $4,912.00 Total costs for STOCKTON AVENUE NORVELL STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 527 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side NORVELL STREET Street Intersection Number Starting Street 0A0329 . 020146 0A0329-020146-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.2% - 4.6% 0 - 205 1665 $12 $9,840 SF 820 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3864 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 114 3150 $25 $100 SF 4 feet 3 0.5" 135 3152 $25 $100 SF 4 feet 3 0.5" 177 3154 $25 $100 SF 4 feet 3 0.5" 205 3155 $25 $100 SF 4 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 78 - 102 2639 $10 $960 SF 96 feet 3 $11,500.00 Total costs for STOCKTON AVENUE NORVELL STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 528 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side ASHBURY AVENUE Street Intersection Number Starting Street 0A0329 . 0A0040 0A0329-0A0040-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.9% - 4.6% 0 - 117 1645 $12 $5,616 SF 468 feet 3 3.5% 111 - 195 1646 $12 $4,032 SF 336 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 23 3048 $25 $100 SF 4 feet 3 0.5" 44 3049 $25 $100 SF 4 feet 3 0.5" 73 3050 $25 $100 SF 4 feet 3 $9,948.00 Total costs for STOCKTON AVENUE ASHBURY AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 529 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0329 . XA0308 0A0329-XA0308-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3866 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 16 3164 $25 $100 SF 4 feet 3 0.5" 36 3165 $25 $100 SF 4 feet 3 0.5" 57 3166 $25 $100 SF 4 feet 3 0.5" 61 3167 $25 $100 SF 4 feet 3 0.5" 79 3168 $25 $100 SF 4 feet 3 0.5" 99 3169 $25 $100 SF 4 feet 3 0.5" 106 3170 $25 $100 SF 4 feet 3 0.5" 120 3171 $25 $100 SF 4 feet 3 0.5" 137 3172 $25 $100 SF 4 feet 3 0.5" 141 3173 $25 $100 SF 4 feet 3 0.5" 161 3174 $25 $100 SF 4 feet 3 0.5" 181 3175 $25 $100 SF 4 feet 3 0.5" 208 3176 $25 $100 SF 4 feet 3 $1,600.00 Total costs for STOCKTON AVENUE RICHMOND STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 530 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side KEARNEY STREET Street Intersection Number Starting Street 0A0329 . Y20097 0A0329-Y20097-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.7% - -4.9% 0 - 209 1659 $12 $10,032 SF 836 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 21 3116 $25 $100 SF 4 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 54 2637 $10 $40 SF 4 feet 3 patch 194 2638 $10 $40 SF 4 feet 3 $10,212.00 Total costs for STOCKTON AVENUE KEARNEY STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 531 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side RICHMOND STREET Street Intersection Number Starting Street 0A0329 . YA0308 0A0329-YA0308-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical clearance due to an overhanging object is less than 80" high, and greater than 27" high. • As-Built Description: Distance from Corner ID # PS24A R401.1 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate the object causing the overhanging obstruction to provide 80" minimum vertical clearance in the path of travel, or create a leading edge of a guardrail or barrier at 27" maximum above the finish floor or ground. Protruding Object Severity Fiscal Year PWD O/R Note: 50" 7 - 16 3895 $100 $100 JOB 1 feet 3 $100.00 Total costs for STOCKTON AVENUE RICHMOND STREET starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 532 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0B0156 . 0230220 0B0156-0230220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 26 - 37 2494 $12 $528 SF 44 feet 3 3.2% 182 - 198 2493 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 4.1% 0 - 26 1669 $12 $1,248 SF 104 feet 3 2.4% - 5.3% 85 - 182 1672 $12 $4,656 SF 388 feet 2 3.4% - 4.2% 198 - 248 1670 $12 $2,400 SF 200 feet 3 2.6% - 3.7% 339 - 432 1671 $12 $4,464 SF 372 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 6 3178 $25 $100 SF 4 feet 3 0.5" 44 3179 $25 $100 SF 4 feet 3 0.5" 339 3180 $25 $100 SF 4 feet 3 0.5" 468 3181 $25 $100 SF 4 feet 3 0.5" 482 3182 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 533 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side SEAVIEW DRIVE Street Intersection Number Starting Street 0B0156 . 0230220 0B0156-0230220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 14 3574 $25 $100 SF 4 feet 2 0.75" 26 3575 $25 $100 SF 4 feet 2 0.75" 26 3576 $25 $100 SF 4 feet 2 $14,864.00 Total costs for STOCKTON AVENUE SEAVIEW DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 534 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side ALBEMARLE STREET Street Intersection Number Starting Street 0B0160 . 020003 0B0160-020003-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.8% 26 - 39 2488 $12 $624 SF 52 feet 2 2.4% 107 - 121 2487 $12 $672 SF 56 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 4.6% 107 - 129 1644 $12 $1,056 SF 88 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 87 3043 $25 $100 SF 4 feet 4 0.5" 107 3044 $25 $100 SF 4 feet 3 0.25" 129 3045 $25 $100 SF 4 feet 4 0.5" 149 3046 $25 $100 SF 4 feet 3 0.5" 168 3047 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 48 3562 $25 $100 SF 4 feet 3 0.5" 60 3563 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 535 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side ALBEMARLE STREET Street Intersection Number Starting Street 0B0160 . 020003 0B0160-020003-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $3,052.00 Total costs for STOCKTON AVENUE ALBEMARLE STREET starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 536 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side POMONA AVENUE Street Intersection Number Starting Street 0B0160 . 020170 0B0160-020170-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 28" 0 - 60 577 $75 $75 JOB 1 feet 1 28" 65 - 100 579 $75 $75 JOB 1 feet 1 18" 124 - 157 578 $75 $75 JOB 1 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3865 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25 0 3156 $25 $100 SF 4 feet 4 0.25 81 3157 $25 $100 SF 4 feet 4 0.25 101 3158 $25 $100 SF 4 feet 4 0.25 164 3160 $25 $100 SF 4 feet 4 0.25 181 3161 $25 $100 SF 4 feet 4 0.25 185 3162 $25 $100 SF 4 feet 4 0.25 205 3163 $25 $100 SF 4 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 537 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side POMONA AVENUE Street Intersection Number Starting Street 0B0160 . 020170 0B0160-020170-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 142 3572 $25 $100 SF 4 feet 3 0.5" 157 3573 $25 $100 SF 4 feet 3 $1,425.00 Total costs for STOCKTON AVENUE POMONA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 538 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side POMONA AVENUE Street Intersection Number Starting Street 0B0160 . 020173 0B0160-020173-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 26" 0 - 44 576 $75 $75 JOB 1 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 148 3159 $25 $100 SF 4 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 40 - 44 2640 $10 $160 SF 16 feet 3 $335.00 Total costs for STOCKTON AVENUE POMONA AVENUE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 539 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side AVIS DRIVE Street Intersection Number Starting Street 0B0160 . 0C0015 0B0160-0B0182-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.5% 151 - 164 2495 $12 $624 SF 52 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 5.4% 0 - 125 1673 $12 $6,000 SF 500 feet 2 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 43 3184 $25 $100 SF 4 feet 3 0.5" 110 3186 $25 $100 SF 4 feet 3 0.5" 172 3189 $25 $100 SF 4 feet 3 $6,924.00 Total costs for STOCKTON AVENUE AVIS DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 540 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side BALRA DRIVE Street Intersection Number Starting Street 0C0313 . 030028 0C0313-030028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.5% 183 - 197 2489 $12 $672 SF 56 feet 2 5.8% 197 - 214 2490 $12 $816 SF 68 feet 2 5.9% 238 - 255 2491 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.5% - 4.6% 0 - 182 1647 $12 $8,736 SF 728 feet 3 2.2% - 4.7% 340 - 384 1650 $12 $2,112 SF 176 feet 3 2.3% - 3.6% 468 - 492 1651 $12 $1,152 SF 96 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3854 $12 $300 SF 25 feet 4 4" x 4" 400 3856 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 20 3051 $25 $100 SF 4 feet 3 0.5" 28 3052 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 541 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side BALRA DRIVE Street Intersection Number Starting Street 0C0313 . 030028 0C0313-030028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.5" 216 3063 $25 $100 SF 4 feet 3 0.5" 231 3066 $25 $100 SF 4 feet 3 0.5" 291 3071 $25 $100 SF 4 feet 3 0.5" 300 3072 $25 $100 SF 4 feet 3 0.5" 527 3076 $25 $100 SF 4 feet 3 0.5" 539 3077 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 53 3564 $25 $100 SF 4 feet 3 0.75" 56 3565 $25 $100 SF 4 feet 2 0.75" 67 3566 $25 $100 SF 4 feet 2 0.75" 104 3567 $25 $100 SF 4 feet 2 0.75" 124 3568 $25 $100 SF 4 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 67 - 79 2635 $10 $480 SF 48 feet 3 $16,684.00 Total costs for STOCKTON AVENUE BALRA DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 542 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side BALRA DRIVE Street Intersection Number Starting Street 0C0313 . 030028 0C0313-030028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 394 - 406 327 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 343 - 384 574 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 4.8% 0 - 85 1648 $12 $4,080 SF 340 feet 3 2.9% - 4.8% 270 - 294 1649 $12 $1,152 SF 96 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3853 $12 $300 SF 25 feet 4 4" x 4" 400 3855 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 543 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side BALRA DRIVE Street Intersection Number Starting Street 0C0313 . 030028 0C0313-030028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 33 3053 $25 $100 SF 4 feet 4 0.25" 37 3054 $25 $100 SF 4 feet 4 0.25" 53 3055 $25 $100 SF 4 feet 4 0.25" 98 3056 $25 $100 SF 4 feet 4 0.25" 110 3057 $25 $100 SF 4 feet 4 0.25" 123 3058 $25 $100 SF 4 feet 4 0.25" 133 3059 $25 $100 SF 4 feet 4 0.25" 153 3060 $25 $100 SF 4 feet 4 0.25" 162 3061 $25 $100 SF 4 feet 4 0.25" 192 3062 $25 $100 SF 4 feet 4 0.25" 226 3064 $25 $100 SF 4 feet 4 0.25" 231 3065 $25 $100 SF 4 feet 4 0.25" 250 3067 $25 $100 SF 4 feet 4 0.25" 254 3068 $25 $100 SF 4 feet 4 0.25" 264 3069 $25 $100 SF 4 feet 4 0.25" 270 3070 $25 $100 SF 4 feet 4 0.25" 318 3073 $25 $100 SF 4 feet 4 0.25" 365 3074 $25 $100 SF 4 feet 4 0.25" 384 3075 $25 $100 SF 4 feet 4 $7,907.00 Total costs for STOCKTON AVENUE BALRA DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 544 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side TERRACE DRIVE Street Intersection Number Starting Street 0C0313 . 0B0182 0C0313-0B0182-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 530 - 587 580 $75 $75 JOB 1 feet 1 18" 598 - 612 581 $75 $75 JOB 1 feet 1 12" 685 - 692 582 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.9% 583 - 598 2496 $12 $720 SF 60 feet 3 3.6% 726 - 738 2497 $12 $576 SF 48 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.5% 10 - 30 1674 $12 $960 SF 80 feet 3 3.9% - 4.9% 601 - 648 1675 $12 $2,256 SF 188 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3867 $12 $300 SF 25 feet 4 4" x 4" 400 3868 $12 $300 SF 25 feet 4 4" x 4" 600 3869 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 545 May 2009 ---PAGE BREAK--- S STOCKTON AVENUE Street Side TERRACE DRIVE Street Intersection Number Starting Street 0C0313 . 0B0182 0C0313-0B0182-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.25" 30 3183 $25 $100 SF 4 feet 4 0.25" 66 3185 $25 $100 SF 4 feet 4 0.25" 141 3187 $25 $100 SF 4 feet 4 0.25" 168 3188 $25 $100 SF 4 feet 4 0.25" 179 3190 $25 $100 SF 4 feet 4 0.25" 195 3191 $25 $100 SF 4 feet 4 0.25" 215 3192 $25 $100 SF 4 feet 4 0.25" 223 3193 $25 $100 SF 4 feet 4 0.25" 229 3194 $25 $100 SF 4 feet 4 0.25" 260 3195 $25 $100 SF 4 feet 4 0.25" 297 3196 $25 $100 SF 4 feet 4 0.25" 312 3197 $25 $100 SF 4 feet 4 0.25" 353 3198 $25 $100 SF 4 feet 4 0.25" 374 3199 $25 $100 SF 4 feet 4 0.25" 454 3200 $25 $100 SF 4 feet 4 0.25" 471 3201 $25 $100 SF 4 feet 4 0.25" 486 3202 $25 $100 SF 4 feet 4 0.25" 495 3203 $25 $100 SF 4 feet 4 0.25" 515 3204 $25 $100 SF 4 feet 4 0.25" 530 3205 $25 $100 SF 4 feet 4 0.25" 558 3206 $25 $100 SF 4 feet 4 0.25" 565 3207 $25 $100 SF 4 feet 4 0.25" 573 3208 $25 $100 SF 4 feet 4 0.25" 587 3209 $25 $100 SF 4 feet 4 0.25" 601 3210 $25 $100 SF 4 feet 4 0.25" 648 3211 $25 $100 SF 4 feet 4 $8,237.00 Total costs for STOCKTON AVENUE TERRACE DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 546 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0C0313 . X30115 0C0313-X30115-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 162 - 219 575 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.4% - 3.9% 0 - 435 1658 $12 $20,880 SF 1740 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3859 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 29 3105 $25 $100 SF 4 feet 3 0.5" 36 3106 $25 $100 SF 4 feet 3 0.5" 78 3107 $25 $100 SF 4 feet 3 0.5" 87 3108 $25 $100 SF 4 feet 3 0.5" 100 3109 $25 $100 SF 4 feet 3 0.5" 136 3110 $25 $100 SF 4 feet 3 0.5" 210 3111 $25 $100 SF 4 feet 3 0.5" 377 3112 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 547 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0C0313 . X30115 0C0313-X30115-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.5" 412 3113 $25 $100 SF 4 feet 3 0.5" 419 3114 $25 $100 SF 4 feet 3 0.5" 427 3115 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 359 3569 $25 $100 SF 4 feet 1 1" 365 3570 $25 $100 SF 4 feet 1 $22,555.00 Total costs for STOCKTON AVENUE GALVAN DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 548 May 2009 ---PAGE BREAK--- N STOCKTON AVENUE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0C0313 . X30115 0C0313-X30115-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $178,047.00 Total costs for STOCKTON AVENUE S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 549 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side BATES AVENUE Street Intersection Number Starting Street 0B0170 . 030042 0B0170-030042-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: No Sidewalk 0 - 60 164 $60 $3,600 LF 60 feet 1 $3,600.00 Total costs for TERRACE DRIVE BATES AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 550 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side HAVENS PLACE Street Intersection Number Starting Street 0B0170 . 040165 0B0170-040165-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 8.2% 80 5709 $12 $3,840 SF 320 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.1% 0 - 8 5704 $12 $384 SF 32 feet 3 19.3% 25 - 38 5705 $12 $624 SF 52 feet 1 3.4% - 3.7% 60 - 80 5707 $12 $960 SF 80 feet 3 2.3% - 6.3% 119 - 138 5706 $12 $912 SF 76 feet 3 2.1% - 6.3% 151 - 231 5708 $12 $3,840 SF 320 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 119 5711 $25 $100 SF 4 feet 1 1" 138 5712 $25 $100 SF 4 feet 1 0.75" 150 5713 $25 $100 SF 4 feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 250 - 260 5710 $10 $400 SF 40 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 551 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side HAVENS PLACE Street Intersection Number Starting Street 0B0170 . 040165 0B0170-040165-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $11,260.00 Total costs for TERRACE DRIVE HAVENS PLACE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 552 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side ARLINGTON BOULEVARD Street Intersection Number Starting Street 0B0170 . 0A0001 0B0170-0A0001-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Pedestrian access route does not exist. • As-Built Description: Distance from Corner ID # PR02B R301.2 TBD 4.1.2 & PCODE ADAPROW ADAAG Total Unit Cost Qty • Proposed Solution: Provide an accessible connection between the pedestrian route and elements required to be accessible. Continuous Access Route Severity Fiscal Year PWD O/R Note: 37 - 175 5782 $60 $8,280 LF 138 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.8% 7 - 37 5703 $12 $1,440 SF 120 feet 3 $9,720.00 Total costs for TERRACE DRIVE ARLINGTON BOULEVARD starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 553 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0222 0B0170-0A0222-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.6% 80 - 93 5755 $12 $624 SF 52 feet 2 5.1% 288 - 306 5756 $12 $864 SF 72 feet 2 6.3% 374 - 386 5754 $12 $576 SF 48 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 3.5% 0 - 59 5753 $12 $2,832 SF 236 feet 3 2.1% - 7.0% 93 - 111 5746 $12 $528 SF 44 feet 2 2.3% - 3.5% 121 - 158 5752 $12 $1,776 SF 148 feet 3 2.1% - 2.6% 268 - 282 5749 $12 $672 SF 56 feet 4 2.3% - 2.8% 361 - 374 5748 $12 $624 SF 52 feet 4 2.8% - 3.4% 386 - 407 5751 $12 $1,008 SF 84 feet 3 2.6% - 3.5% 493 - 504 5747 $12 $528 SF 44 feet 3 3.1% - 3.7% 517 - 533 5750 $12 $768 SF 64 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 102 5758 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 554 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0222 0B0170-0A0222-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 111 5757 $10 $400 SF 40 feet 3 $11,300.00 Total costs for TERRACE DRIVE MOESER LANE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 555 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0222 0B0170-0A0222-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10.3% 0 - 25 5716 $12 $1,152 SF 96 feet 1 13% 156 - 187 5717 $12 $1,488 SF 124 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 3.1% 121 - 156 5715 $12 $1,680 SF 140 feet 3 2.3% - 4.0% 187 - 221 5714 $12 $1,632 SF 136 feet 3 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 102 - 112 5718 $10 $400 SF 40 feet 3 $6,352.00 Total costs for TERRACE DRIVE MOESER LANE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 556 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0228 0B0170-0A0228-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 23 - 28 5759 $75 $75 JOB 1 feet 1 12" - 24" 652 - 708 5760 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 11% 248 - 267 5774 $12 $912 SF 76 feet 1 6.5% 283 - 296 5772 $12 $624 SF 52 feet 2 5.8% 358 - 377 5775 $12 $912 SF 76 feet 2 6.6% 584 - 601 5773 $12 $816 SF 68 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% 0 - 23 5766 $12 $1,104 SF 92 feet 4 2.3% - 3.2% 40 - 75 5769 $12 $1,680 SF 140 feet 3 2.4% - 6.3% 87 - 162 5771 $12 $3,600 SF 300 feet 2 2.6% 174 - 186 5762 $12 $576 SF 48 feet 4 6.6% - 15.1% 222 - 248 5767 $12 $1,248 SF 104 feet 1 8.4% - 8.7% 267 - 283 5765 $12 $768 SF 64 feet 2 3.1% - 3.7% 346 - 358 5763 $12 $576 SF 48 feet 3 2.3% - 4.5% 378 - 436 5770 $12 $2,784 SF 232 feet 3 3.8% - 4.2% 511 - 521 5761 $12 $480 SF 40 feet 3 2.1% - 5.1% 531 - 563 5768 $12 $1,536 SF 128 feet 2 3.1% - 3.3% 630 - 642 5764 $12 $576 SF 48 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 557 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0228 0B0170-0A0228-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 47.9% 419 5777 $12 $20,112 SF 1676 feet 2 47.3% 377 - 378 5776 $12 $48 SF 4 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 222 5779 $25 $100 SF 4 feet 2 1" 305 5780 $25 $100 SF 4 feet 1 1" 310 5781 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 11 5778 $10 $440 SF 44 feet 3 $39,242.00 Total costs for TERRACE DRIVE MOESER LANE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 558 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0234 0B0170-0A0234-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 632 5719 $100 $100 JOB 1 feet 1 766 5720 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 636 5723 $75 $75 JOB 1 feet 1 12" - 24" 607 - 625 5721 $75 $75 JOB 1 feet 1 24" 732 - 781 5722 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 6.6% 96 - 118 5739 $12 $1,056 SF 88 feet 2 5.4% 264 - 293 5740 $12 $1,392 SF 116 feet 2 6.1% 326 - 345 5737 $12 $912 SF 76 feet 2 3% 381 - 399 5736 $12 $864 SF 72 feet 3 12.3% 690 - 711 5738 $12 $1,008 SF 84 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% 31 - 46 5727 $12 $720 SF 60 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 559 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side MOESER LANE Street Intersection Number Starting Street 0B0170 . 0A0234 0B0170-0A0234-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 3.1% - 4.4% 58 - 66 5725 $12 $384 SF 32 feet 3 2.6% - 4.9% 166 - 211 5733 $12 $2,160 SF 180 feet 3 2.4% - 5.8% 224 - 254 5730 $12 $1,440 SF 120 feet 2 2.3% - 5.2% 298 - 326 5729 $12 $1,344 SF 112 feet 2 2.3% - 3.5% 345 - 381 5732 $12 $1,728 SF 144 feet 3 2.3% - 3.2% 399 - 422 5728 $12 $1,104 SF 92 feet 3 2.6% - 5.2% 454 - 500 5734 $12 $2,208 SF 184 feet 2 2.3% - 2.4% 533 - 540 5724 $12 $336 SF 28 feet 4 2.3%- 4.5% 648 - 681 5731 $12 $1,584 SF 132 feet 3 2.3% - 5.9% 711 - 815 5735 $12 $4,992 SF 416 feet 2 2.3% - 3.7% 845 - 859 5726 $12 $672 SF 56 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 298 5743 $25 $100 SF 4 feet 1 0.75" 381 5744 $25 $100 SF 4 feet 2 2" 808 5745 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 261 5742 $10 $400 SF 40 feet 3 27 - 31 5741 $10 $160 SF 16 feet 3 $25,189.00 Total costs for TERRACE DRIVE MOESER LANE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 560 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0172 . 030078 0B0172-030078-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Due to electrical post: An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 38" 320 331 $100 $100 JOB 1 feet 2 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 10% 158 2515 $12 $480 SF 40 feet 1 6.3% 88 - 105 2507 $12 $816 SF 68 feet 2 6.3% 117 - 143 2514 $12 $1,248 SF 104 feet 2 5.6% 220 - 245 2512 $12 $1,200 SF 100 feet 2 6.8% 405 - 411 2504 $12 $288 SF 24 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% 0 - 5 1683 $12 $240 SF 20 feet 4 4.0% - 5.1% 58 - 65 1685 $12 $336 SF 28 feet 2 2.3% - 2.8% 71 - 88 1692 $12 $816 SF 68 feet 4 5.1% 105 - 117 1687 $12 $576 SF 48 feet 2 6.6% - 12.3% 143 - 158 1690 $12 $720 SF 60 feet 2 2.2% - 7.7% 171 - 195 1693 $12 $1,152 SF 96 feet 2 2.3% - 4.0% 295 - 327 1695 $12 $1,536 SF 128 feet 3 2.6% - 4.2% 332 - 333 1682 $12 $48 SF 4 feet 3 3.6% - 4.8% 370 - 405 1696 $12 $1,632 SF 136 feet 3 2.6% 560 - 573 1688 $12 $624 SF 52 feet 4 5.4% 596 - 604 1686 $12 $384 SF 32 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 561 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0172 . 030078 0B0172-030078-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 2" 158 3583 $25 $100 SF 4 feet 1 0.75" 370 3584 $25 $100 SF 4 feet 2 2" 575 3586 $25 $100 SF 4 feet 1 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 65 2641 $10 $400 SF 40 feet 3 $12,896.00 Total costs for TERRACE DRIVE CONTRA COSTA DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 562 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0172 . 030078 0B0172-030078-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Due to electrical post: An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 32" 120 329 $100 $100 JOB 1 feet 1 313 330 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 16" - 24" 51 - 70 587 $75 $75 JOB 1 feet 1 27" 564 - 578 586 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 9.5% 91 - 113 2510 $12 $1,056 SF 88 feet 1 10.5% 172 - 196 2511 $12 $1,152 SF 96 feet 1 11.4% 282 - 307 2513 $12 $1,200 SF 100 feet 1 13% 441 - 460 2509 $12 $912 SF 76 feet 1 3.5% 537 - 553 2506 $12 $768 SF 64 feet 3 5.2% 578 - 593 2505 $12 $720 SF 60 feet 2 6.5% 663 - 681 2508 $12 $864 SF 72 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 563 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0172 . 030078 0B0172-030078-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.1% - 2.8% 76 - 91 1691 $12 $720 SF 60 feet 4 2.4% - 4.2% 135 - 172 1697 $12 $1,776 SF 148 feet 3 2.8% - 5.0% 196 - 242 1698 $12 $2,208 SF 184 feet 2 2.8% - 4.6% 276 - 282 1684 $12 $288 SF 24 feet 3 2.1% - 4.4% 307 - 441 1702 $12 $6,432 SF 536 feet 3 3.5% - 4.4% 460 - 506 1699 $12 $2,208 SF 184 feet 3 4.0% - 5.3% 523 - 537 1689 $12 $672 SF 56 feet 2 3.5% - 5.5% 553 - 578 1694 $12 $1,200 SF 100 feet 2 3.5% - 6.8% 593 - 663 1700 $12 $3,360 SF 280 feet 2 2.1% - 4.2% 681 - 761 1701 $12 $3,840 SF 320 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11AREF R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 506 4015 REF feet 2 The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 219 2642 $10 $400 SF 40 feet 3 $30,126.00 Total costs for TERRACE DRIVE CONTRA COSTA DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 564 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side GELSTON PLACE Street Intersection Number Starting Street 0B0172 . 030128 0B0172-030128-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 474 332 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" - 36" 0 - 76 597 $75 $75 JOB 1 feet 1 12" - 20" 417 598 $75 $75 JOB 1 feet 1 38" 197 - 237 595 $75 $75 JOB 1 feet 1 33" - 56" 483 - 524 596 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.5% 76 - 86 2527 $12 $480 SF 40 feet 3 8.6% 138 - 154 2528 $12 $768 SF 64 feet 2 15.3% 237 - 261 2530 $12 $1,152 SF 96 feet 1 16.4% 375 - 393 2529 $12 $864 SF 72 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 4.2% 0 - 48 1713 $12 $2,304 SF 192 feet 3 2.1% - 2.3% 56 - 64 1711 $12 $384 SF 32 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 565 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side GELSTON PLACE Street Intersection Number Starting Street 0B0172 . 030128 0B0172-030128-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 5.8% - 11.9% 120 - 138 1712 $12 $864 SF 72 feet 1 3.1% - 21.1% 154 - 237 1717 $12 $3,984 SF 332 feet 1 3.4% - 7.5% 260 - 310 1714 $12 $2,400 SF 200 feet 2 2.8% - 15.3% 319 - 375 1715 $12 $2,688 SF 224 feet 1 3.4% - 7.5% 411 - 474 1716 $12 $3,024 SF 252 feet 2 Vertical clearance is less than 80" high, and greater than 27" high, due to debris/vegetation. • As-Built Description: Distance from Corner ID # PS24B R401.4 1133B.8.2 TBD 4.4.2, 4.3.5 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 80" minimum vertical clearance in the path of travel. Protruding Object Severity Fiscal Year PWD O/R Note: 64" 445 - 459 3952 $75 $75 JOB 1 feet 3 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 20.9% 120 - 128 2588 $12 $384 SF 32 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 259 3589 $25 $100 SF 4 feet 1 $19,871.00 Total costs for TERRACE DRIVE GELSTON PLACE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 566 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side HANCOCK WAY Street Intersection Number Starting Street 0B0175 . 030142 0B0175-030142-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.7% 151 - 164 2533 $12 $624 SF 52 feet 2 2.4% 260 - 277 2537 $12 $816 SF 68 feet 4 3.1% 316 - 333 2538 $12 $816 SF 68 feet 3 4.4% 370 - 390 2541 $12 $960 SF 80 feet 3 5.4% 420 - 443 2542 $12 $1,104 SF 92 feet 2 10.2% 469 - 480 2531 $12 $528 SF 44 feet 1 4.9% 530 - 545 2534 $12 $720 SF 60 feet 3 2.8% 593 - 610 2539 $12 $816 SF 68 feet 4 7.7% 704 - 720 2536 $12 $768 SF 64 feet 2 12.3% 840 - 863 2543 $12 $1,104 SF 92 feet 1 11% 866 - 885 2540 $12 $912 SF 76 feet 1 3% 927 - 938 2532 $12 $528 SF 44 feet 3 7.3% 1042 - 1057 2535 $12 $720 SF 60 feet 2 18% 1243 - 1269 2544 $12 $1,248 SF 104 feet 1 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.3% - 5.2% 0 - 8 1721 $12 $384 SF 32 feet 2 5.2% 390 1744 $12 $18,720 SF 1560 feet 2 2.1% - 3.3% 31 - 57 1730 $12 $1,248 SF 104 feet 3 2.4% - 4.5% 67 - 117 1738 $12 $2,400 SF 200 feet 3 3.1% - 5.5% 165 - 200 1734 $12 $1,680 SF 140 feet 2 2.4% 295 - 303 1722 $12 $384 SF 32 feet 4 2.3% - 5.8% 345 - 370 1728 $12 $1,200 SF 100 feet 2 2.1% - 5.6% 453 - 469 1724 $12 $768 SF 64 feet 2 3.3% - 6.5% 453 - 469 1732 $12 $1,440 SF 120 feet 2 3.0% - 8.0% 480 - 530 1739 $12 $2,400 SF 200 feet 2 2.4% - 3.8% 545 - 593 1737 $12 $2,304 SF 192 feet 3 2.3% - 3.5% 610 - 670 1741 $12 $2,880 SF 240 feet 3 3.5% - 12.1% 688 - 704 1725 $12 $768 SF 64 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 567 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side HANCOCK WAY Street Intersection Number Starting Street 0B0175 . 030142 0B0175-030142-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 2.1% - 9.1% 720 - 807 1743 $12 $4,176 SF 348 feet 1 3.3% - 11.9% 819 - 840 1726 $12 $1,008 SF 84 feet 1 8.9% 863 - 866 1718 $12 $144 SF 12 feet 1 4.2% - 6.1% 885 - 927 1736 $12 $2,016 SF 168 feet 2 3.3% - 4.4% 938 - 977 1735 $12 $1,872 SF 156 feet 3 2.3% - 5.1% 969 - 1042 1742 $12 $3,504 SF 292 feet 2 3.4% 1024 - 1029 1719 $12 $240 SF 20 feet 3 3.0% - 4.5% 1057 - 1080 1727 $12 $1,104 SF 92 feet 3 2.1% - 5.4% 1107 - 1015 1723 $12 $384 SF 32 feet 2 2.1% - 2.8% 1190 - 1196 1720 $12 $288 SF 24 feet 4 3.4% - 8.2% 1212 - 1243 1733 $12 $1,488 SF 124 feet 2 2.3% - 4.4% 1269 - 1294 1729 $12 $1,200 SF 100 feet 3 2.3% - 3.5% 1319 - 1347 1731 $12 $1,344 SF 112 feet 3 2.1% - 6.1% 1364 - 1420 1740 $12 $2,688 SF 224 feet 2 The grade of the pedestrian access route within a sidewalk exceeds 1:20 and exceeds the grade established for the adjacent roadway. • As-Built Description: Distance from Corner ID # PR11A R301.4.2 1133B.7.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Repave or modify the existing pedestrian route as necessary to provide a slope not exceeding the grade established for the adjacent roadway or 1:20 Running Slope Severity Fiscal Year PWD O/R Note: 31.9% 968 - 969 2589 $12 $48 SF 4 feet 2 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1/2" 8 3590 $25 $100 SF 4 feet 3 1" 164 3591 $25 $100 SF 4 feet 1 2.5" 720 3592 $25 $100 SF 4 feet 1 2" 730 3593 $25 $100 SF 4 feet 1 2" 752 3594 $25 $100 SF 4 feet 1 1" 767 3595 $25 $100 SF 4 feet 1 1.5" 778 3596 $25 $100 SF 4 feet 1 2" 1162 3597 $25 $100 SF 4 feet 1 1" 1212 3598 $25 $100 SF 4 feet 1 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 568 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side HANCOCK WAY Street Intersection Number Starting Street 0B0175 . 030142 0B0175-030142-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: 117 - 151 2643 $10 $400 SF 40 feet 3 The pedestrian access route has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18B R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty • Proposed Solution: Repave the area to provide a smooth pavement surface. Walkway Surface Severity Fiscal Year PWD O/R Note: 200 2660 $12 $9,600 SF 800 feet 3 $80,644.00 Total costs for TERRACE DRIVE HANCOCK WAY starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 569 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0175 . 090036 0B0175-090036-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 495 - 510 588 $75 $75 JOB 1 feet 1 26" 558 - 604 589 $75 $75 JOB 1 feet 1 24" 634 - 752 590 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.4% 142 - 149 2516 $12 $336 SF 28 feet 4 4.9% 153 - 180 2517 $12 $1,296 SF 108 feet 3 3.9% 252 - 272 2518 $12 $960 SF 80 feet 3 5.8% 274 - 298 2519 $12 $1,152 SF 96 feet 2 4.9% 396 - 413 2520 $12 $816 SF 68 feet 3 3.8% 510 - 527 2521 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.8% 0 - 84 1703 $12 $4,032 SF 336 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3872 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 570 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side CONTRA COSTA DRIVE Street Intersection Number Starting Street 0B0175 . 090036 0B0175-090036-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 224 3227 $25 $100 SF 4 feet 3 0.5" 413 3228 $25 $100 SF 4 feet 3 0.5" 428 3229 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 430 3585 $25 $100 SF 4 feet 3 $10,333.00 Total costs for TERRACE DRIVE CONTRA COSTA DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 571 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0B0175 . 0B0144 0B0175-0B0144-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 1024 - 1109 610 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.8% 330 - 346 2570 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.0% - 4.7% 905 - 954 1789 $12 $2,352 SF 196 feet 2 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3876 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 572 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0B0175 . 0B0144 0B0175-0B0144-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 55 3263 $25 $100 SF 4 feet 3 0.5" 100 3264 $25 $100 SF 4 feet 3 0.5" 157 3265 $25 $100 SF 4 feet 3 0.5" 172 3266 $25 $100 SF 4 feet 3 0.5" 253 3267 $25 $100 SF 4 feet 3 0.5" 257 3268 $25 $100 SF 4 feet 3 0.5" 261 3269 $25 $100 SF 4 feet 3 0.5" 382 3270 $25 $100 SF 4 feet 3 0.5" 403 3271 $25 $100 SF 4 feet 3 0.5" 431 3272 $25 $100 SF 4 feet 3 0.5" 514 3273 $25 $100 SF 4 feet 3 0.5" 537 3274 $25 $100 SF 4 feet 3 0.5" 574 3275 $25 $100 SF 4 feet 3 0.5" 623 3276 $25 $100 SF 4 feet 3 0.5" 637 3277 $25 $100 SF 4 feet 3 0.5" 649 3278 $25 $100 SF 4 feet 3 0.5" 659 3279 $25 $100 SF 4 feet 3 0.5" 682 3280 $25 $100 SF 4 feet 3 0.5" 691 3281 $25 $100 SF 4 feet 3 0.5" 729 3282 $25 $100 SF 4 feet 3 0.5" 743 3283 $25 $100 SF 4 feet 3 0.5" 780 3284 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4 3 8 4 5 2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 82 3616 $25 $100 SF 4 feet 1 1.5" 87 3617 $25 $100 SF 4 feet 1 0.75" 187 3618 $25 $100 SF 4 feet 2 1.5" 413 3619 $25 $100 SF 4 feet 1 0.5" 447 3620 $25 $100 SF 4 feet 3 0.5" 527 3621 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 573 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side SHELVIN DRIVE Street Intersection Number Starting Street 0B0175 . 0B0144 0B0175-0B0144-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The sidewalk has a highly irregular pavement surface. • As-Built Description: Distance from Corner ID # PR18A R301.5 1133B.7.1 TBD 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Smooth pavement surface as necessary, by grinding, filling, or refinishing. Walkway Surface Severity Fiscal Year PWD O/R Note: patch 87 - 104 2651 $10 $40 SF 4 feet 3 patch 805 - 837 2650 $10 $1,280 SF 128 feet 3 patch 954 - 1024 2652 $10 $2,800 SF 280 feet 3 $10,415.00 Total costs for TERRACE DRIVE SHELVIN DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 574 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side LEVISTON AVENUE Street Intersection Number Starting Street 0B0177 . 030164 0B0177-030164-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.6% 93 - 108 2548 $12 $720 SF 60 feet 4 3% 154 - 174 2546 $12 $960 SF 80 feet 3 3.7% 179 - 195 2547 $12 $768 SF 64 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 8.9% 0 - 93 1750 $12 $4,464 SF 372 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 16 3239 $25 $100 SF 4 feet 3 0.5" 28 3240 $25 $100 SF 4 feet 3 0.5" 38 3241 $25 $100 SF 4 feet 3 0.5" 69 3242 $25 $100 SF 4 feet 3 0.5" 116 3243 $25 $100 SF 4 feet 3 0.5" 124 3244 $25 $100 SF 4 feet 3 0.5" 199 3245 $25 $100 SF 4 feet 3 0.5" 229 3246 $25 $100 SF 4 feet 3 0.5" 243 3247 $25 $100 SF 4 feet 3 0.5" 278 3248 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 575 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side LEVISTON AVENUE Street Intersection Number Starting Street 0B0177 . 030164 0B0177-030164-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 1" 149 3602 $25 $100 SF 4 feet 1 $8,012.00 Total costs for TERRACE DRIVE LEVISTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 576 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side PARK WAY Street Intersection Number Starting Street 0B0177 . 030187 0B0177-030187-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 251 - 284 2563 $12 $1,584 SF 132 feet 3 2.3% 311 - 322 2564 $12 $528 SF 44 feet 4 2.6% 719 - 739 2565 $12 $960 SF 80 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 2.9% 95 - 156 1785 $12 $2,928 SF 244 feet 3 2.5% - 4.2% 222 - 251 1784 $12 $1,392 SF 116 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 90 3249 $25 $100 SF 4 feet 3 $7,492.00 Total costs for TERRACE DRIVE PARK WAY starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 577 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side SEA VIEW DRIVE Street Intersection Number Starting Street 0B0177 . 030220 0B0177-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 75 - 115 609 $75 $75 JOB 1 feet 1 24" 206 - 261 605 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.6% 65 - 75 2567 $12 $480 SF 40 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.5% - 3.2% 125 - 137 1786 $12 $576 SF 48 feet 1 4.6% 125 - 176 1787 $12 $2,448 SF 204 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 16" 200 3874 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 578 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side SEA VIEW DRIVE Street Intersection Number Starting Street 0B0177 . 030220 0B0177-030220-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 162 3251 $25 $100 SF 4 feet 3 0.5" 294 3254 $25 $100 SF 4 feet 3 0.5" 312 3255 $25 $100 SF 4 feet 3 0.5" 320 3256 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 35 3610 $25 $100 SF 4 feet 3 0.75" 342 3612 $25 $100 SF 4 feet 2 $4,554.00 Total costs for TERRACE DRIVE SEA VIEW DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 579 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0B0177 . 0B0028 0B0177-0B0028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 5.9% 68 - 78 2525 $12 $480 SF 40 feet 2 4.3% 78 - 90 2526 $12 $576 SF 48 feet 3 2.8% 228 - 242 2523 $12 $672 SF 56 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.6% - 3.9% 0 - 68 1704 $12 $3,264 SF 272 feet 3 3.8% - 4.8% 90 - 166 1710 $12 $3,648 SF 304 feet 2 2.5% - 4.8% 320 - 572 1706 $12 $12,096 SF 1008 feet 3 2.4% - 7.6% 580 - 594 1707 $12 $672 SF 56 feet 1 2.8% - 6.9% 610 - 619 1708 $12 $432 SF 36 feet 1 7.8% - 9.6% 625 - 733 1709 $12 $5,184 SF 432 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 112 3230 $25 $100 SF 4 feet 3 0.5" 121 3231 $25 $100 SF 4 feet 3 0.5" 131 3232 $25 $100 SF 4 feet 3 0.5" 186 3234 $25 $100 SF 4 feet 3 0.5" 202 3235 $25 $100 SF 4 feet 3 0.5" 261 3236 $25 $100 SF 4 feet 3 0.5" 273 3237 $25 $100 SF 4 feet 3 0.5" 310 3238 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 580 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0B0177 . 0B0028 0B0177-0B0028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.7" 150 3587 $25 $100 SF 4 feet 3 0.7" 166 3588 $25 $100 SF 4 feet 3 $28,024.00 Total costs for TERRACE DRIVE GALVAN DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 581 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side SEA VIEW DRIVE Street Intersection Number Starting Street 0B0177 . 0C0281 0B0177-0C0281-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 18" 168 - 197 604 $75 $75 JOB 1 feet 1 18" 225 - 257 606 $75 $75 JOB 1 feet 1 24" 342 - 380 607 $75 $75 JOB 1 feet 1 18" 470 - 520 608 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.8% 520 - 535 2566 $12 $720 SF 60 feet 2 2.7% 827 - 843 2568 $12 $768 SF 64 feet 4 2.9% 846 - 868 2569 $12 $1,056 SF 88 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.6% - 6.8% 345 - 420 1788 $12 $3,600 SF 300 feet 1 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3875 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 582 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side SEA VIEW DRIVE Street Intersection Number Starting Street 0B0177 . 0C0281 0B0177-0C0281-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 58 3250 $25 $100 SF 4 feet 3 0.5" 168 3252 $25 $100 SF 4 feet 3 0.5" 203 3253 $25 $100 SF 4 feet 3 0.5" 751 3257 $25 $100 SF 4 feet 3 0.5" 762 3258 $25 $100 SF 4 feet 3 0.5" 868 3259 $25 $100 SF 4 feet 3 0.5" 887 3260 $25 $100 SF 4 feet 3 0.5" 890 3261 $25 $100 SF 4 feet 3 0.5" 651 - 665 3262 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 310 3611 $25 $100 SF 4 feet 3 0.75" 705 3613 $25 $100 SF 4 feet 2 0.75" 715 3614 $25 $100 SF 4 feet 2 0.75" 743 3615 $25 $100 SF 4 feet 2 $8,044.00 Total costs for TERRACE DRIVE SEA VIEW DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 583 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side BALRA DRIVE Street Intersection Number Starting Street 0B0182 . 030028 0B0182-030028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An obstacle reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04A R301.3.1 1133B.7.1 TBD 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Relocate object to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 24" 57 - 79 328 $100 $100 JOB 1 feet 1 Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 575 - 622 583 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 2.7% 288 - 302 2501 $12 $672 SF 56 feet 4 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.2% - 4.8% 0 - 22 1677 $12 $1,056 SF 88 feet 3 2.3% - 6.2% 218 - 262 1679 $12 $2,112 SF 176 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 584 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side BALRA DRIVE Street Intersection Number Starting Street 0B0182 . 030028 0B0182-030028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3870 $12 $300 SF 25 feet 4 4" x 4" 400 3871 $12 $300 SF 25 feet 4 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 22 3212 $25 $100 SF 4 feet 3 0.5" 262 3214 $25 $100 SF 4 feet 3 0.5" 320 3215 $25 $100 SF 4 feet 3 0.5" 393 3217 $25 $100 SF 4 feet 3 0.5" 471 3218 $25 $100 SF 4 feet 3 0.5" 497 3219 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 159 3577 $25 $100 SF 4 feet 2 0.75" 189 3578 $25 $100 SF 4 feet 2 0.75" 386 3581 $25 $100 SF 4 feet 2 $5,515.00 Total costs for TERRACE DRIVE BALRA DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 585 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side BALRA DRIVE Street Intersection Number Starting Street 0B0182 . 030028 0B0182-030028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 7.9% 55 - 71 2502 $12 $768 SF 64 feet 2 9.3% 112 - 125 2498 $12 $624 SF 52 feet 1 9.8% 129- 1 44 2499 $12 $720 SF 60 feet 1 7.7% 159 - 172 2500 $12 $624 SF 52 feet 2 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 2.8% - 3.2% 0 - 55 1678 $12 $2,640 SF 220 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 220 3213 $25 $100 SF 4 feet 3 0.5" 364 3216 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.75" 311 3579 $25 $100 SF 4 feet 2 0.75" 350 3580 $25 $100 SF 4 feet 2 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 586 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side BALRA DRIVE Street Intersection Number Starting Street 0B0182 . 030028 0B0182-030028-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $5,776.00 Total costs for TERRACE DRIVE BALRA DRIVE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 587 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0B0182 . 0B0028 0B0182-0B0028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 12" 16 - 36 592 $75 $75 JOB 1 feet 1 18" 36 - 120 594 $75 $75 JOB 1 feet 1 12" 137 - 159 591 $75 $75 JOB 1 feet 1 18" 325 - 343 593 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 3.6% 202 - 220 2522 $12 $864 SF 72 feet 3 3% 313 - 328 2524 $12 $720 SF 60 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 3.7% - 4.2% 220 - 313 1705 $12 $4,464 SF 372 feet 3 An accessible route greater than 200' long and less than 60" wide does not have a 60" x 60" minimum passing space in the path of travel every 200'. • As-Built Description: Distance from Corner ID # PR40A R301.3.2 1133B.7.6 TBD 4.2.2, 4.3.4 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Provide a 60" x 60" minimum passing space every 200'. Passing Space Severity Fiscal Year PWD O/R Note: 4" x 4" 200 3873 $12 $300 SF 25 feet 4 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 588 May 2009 ---PAGE BREAK--- N TERRACE DRIVE Street Side GALVAN DRIVE Street Intersection Number Starting Street 0B0182 . 0B0028 0B0182-0B0028-N TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 159 3233 $25 $625 SF 25 feet 3 $7,273.00 Total costs for TERRACE DRIVE GALVAN DRIVE starting at Block Face of: NORTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 589 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side COLUSA AVENUE Street Intersection Number Starting Street 0B0182 . 0C0059 0B0182-0C0059-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility Debris/vegetation reduces the width of the pedestrian access route to less than the required 48" minimum, exclusive of the width of the curb. • As-Built Description: Distance from Corner ID # PR04B R301.3.1 1133B.7.1 TBD 4.2.1, 4.3.3 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Remove debris/vegetation to provide 48" minimum width in the path of travel. Patch existing surface if needed. Continuous Width Severity Fiscal Year PWD O/R Note: 20" 128 - 135 584 $75 $75 JOB 1 feet 1 18" 309 - 324 585 $75 $75 JOB 1 feet 1 The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.3% 80 - 94 2503 $12 $672 SF 56 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.5% - 5.4% 0 - 42 1680 $12 $2,016 SF 168 feet 2 3.9% - 4.2% 258 - 354 1681 $12 $4,608 SF 384 feet 3 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 0 3220 $25 $100 SF 4 feet 3 0.5" 34 3221 $25 $100 SF 4 feet 3 0.5" 58 3222 $25 $100 SF 4 feet 3 0.5" 68 3223 $25 $100 SF 4 feet 3 0.5" 330 3224 $25 $100 SF 4 feet 3 0.5" 339 3225 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 590 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side COLUSA AVENUE Street Intersection Number Starting Street 0B0182 . 0C0059 0B0182-0C0059-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.5" 354 3226 $25 $100 SF 4 feet 3 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 94 3582 $25 $100 SF 4 feet 3 $8,246.00 Total costs for TERRACE DRIVE COLUSA AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 591 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0B0182 . 0C0313 0B0182-0C0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility The cross slope of the pedestrian access route in a driveway exceeds the maximum required slope (1:48). • As-Built Description: Distance from Corner ID # PR10B R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Create an alternative path around the driveway to provide a slope not exceeding the required 1:48 maximum slope. Cross Slope (Driveway) Severity Fiscal Year PWD O/R Note: 4.2% 386 - 403 2571 $12 $816 SF 68 feet 3 The cross slope of the pedestrian access route exceeds the maximum required slope (1:48 max). • As-Built Description: Distance from Corner ID # PR05A R301.4.1 1133B.7.1.3 TBD 4.3.7 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify existing route as necessary to not exceed the required 1:48 maximum cross slope. Cross Slope (PAR) Severity Fiscal Year PWD O/R Note: 4.2% - 5.7% 482 - 557 1790 $12 $3,600 SF 300 feet 1 Vertical changes in level between 1/4" and 1/2" in the pedestrian access route are not beveled with a slope no steeper than 1:2. • As-Built Description: Distance from Corner ID # PR26A R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Bevel vertical changes in level to not exceed 1/4" in height and have a slope not steeper that 1:2. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 25 3285 $25 $100 SF 4 feet 3 0.5" 88 3286 $25 $100 SF 4 feet 3 0.5" 175 3287 $25 $100 SF 4 feet 3 0.5" 210 3288 $25 $100 SF 4 feet 3 0.5" 220 3289 $25 $100 SF 4 feet 3 18" 456 3290 $25 $100 SF 4 feet 1 Vertical changes in level exceed 1/2" in the pedestrian access route. • As-Built Description: Distance from Corner ID # PR26B R301.5.2 1133B.7.4 TBD 4.3.8, 4.5.2 PCODE ADAPROW CSAS ADAAG Total Unit Cost Qty As-is Measurement • Proposed Solution: Modify, grind, or resurface pavement to provide a level surface with vertical changes not exceeding 1/4" in height. Vertical Change Severity Fiscal Year PWD O/R Note: 0.5" 58 3622 $25 $100 SF 4 feet 3 0.5" 64 3623 $25 $100 SF 4 feet 3 0.5" 121 3624 $25 $100 SF 4 feet 3 S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 592 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0B0182 . 0C0313 0B0182-0C0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility 0.5" 229 3625 $25 $100 SF 4 feet 3 0.5" 238 3626 $25 $100 SF 4 feet 3 20" 175 - 207 3627 $25 $100 SF 4 feet 1 $5,616.00 Total costs for TERRACE DRIVE STOCKTON AVENUE starting at Block Face of: SOUTH S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 593 May 2009 ---PAGE BREAK--- S TERRACE DRIVE Street Side STOCKTON AVENUE Street Intersection Number Starting Street 0B0182 . 0C0313 0B0182-0C0313-S TBD ADA Transition Plan - Mid-block Barriers CITY OF EL CERRITO Fiscal Year/Project/Facility $359,500.00 Total costs for TERRACE DRIVE $4,223,354.00 Total Costs for: Mid-Block Barriers in THE CITY OF EL CERRITO S a l l y S w a n s o n A r c h i t e c t s , I n c . Page 594 May 2009