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City of El Cerrito ADA TRANSITION PLAN Final Report - August 2009 APPENDIX: A PROW Intersections ---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 Intersections ---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 - Intersections By Street May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- Cost Summary (by Street) ADA Transition Plan - Intersections CITY OF EL CERRITO Total Cost By Street: Arlington Boulevard $147,000.00 Ashbury Avenue $147,500.00 Barrett Avenue $118,000.00 Carlson Boulevard $60,500.00 Central Avenue $169,000.00 Colusa Avenue $25,000.00 Cutting Boulevard $108,500.00 Eastshore Boulevard $34,000.00 Elm Street $29,500.00 Fairmount Avenue $164,500.00 Key Boulevard $56,000.00 Manila Avenue $98,000.00 Moeser Lane $101,000.00 Moeser Lane(n. Half) $37,500.00 Moeser Lane(s. Half) $37,500.00 Navellier Street $109,500.00 Ohlone Greenway $102,500.00 Potrero Avenue $117,750.00 Richmond Street $199,000.00 San Pablo Avenue $74,000.00 Stockton Avenue $192,500.00 Terrace Drive $83,000.00 Grand Total for CITY OF EL CERRITO Intersections: $2,211,750.00 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 - Intersections 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 - Intersections CITY OF EL CERRITO $2,211,750.00 Grand Total for: City of El Cerrito Mid-Blocks 2006/07 Year of Barrier Mitigation: $11,500.00 NAVELLIER STREET NE and MOESER LANE 0B0063 0A0240 $2,500.00 Completed School Traffic Signal Project NAVELLIER STREET SE and MOESER LANE 0B0063 0A0240 $4,000.00 Completed School Traffic Signal Project NAVELLIER STREET NW and MOESER LANE 0B0063 0A0246 $2,500.00 Completed School Traffic Signal Project NAVELLIER STREET SW and MOESER LANE 0B0063 0A0246 $2,500.00 Completed School Traffic Signal Project 2008/09 Year of Barrier Mitigation: $262,500.00 ARLINGTON BOULEVARD NW and MOESER LANE(N. 0A0001 0A0234 $4,000.00 Completed Measure A Street Improvement Project ARLINGTON BOULEVARD SW and BARRETT AVENUE 0A0016 0A0053 $2,500.00 Completed Measure A Street Improvement Project ARLINGTON BOULEVARD NW and BARRETT AVENUE 0A0017 0A0053 $2,500.00 Completed Measure A Street Improvement Project ASHBURY AVENUE NE and LINCOLN AVENUE 0A0033 0C0157 $4,000.00 Completed WCCUSD El Cerrito High Project ASHBURY AVENUE SE and LINCOLN AVENUE 0A0033 0C0157 $4,000.00 Completed WCCUSD El Cerrito High Project BARRETT AVENUE SE and CARQUINEZ AVENUE 0A0053 080061 $4,000.00 Completed Measure A Street Improvement Project BARRETT AVENUE ENE and CARQUINEZ AVENUE 0A0053 080064 $4,000.00 Completed Measure A Street Improvement Project BARRETT AVENUE NNE and CARQUINEZ AVENUE 0A0053 080064 $4,000.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and LA HONDA AVENUE 0A0053 080202 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and LA HONDA AVENUE 0A0053 080202 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and MONTA VISTA 0A0053 080260 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and TAMALPAIS AVENUE 0A0053 080340 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and TAMALPAIS AVENUE 0A0053 080340 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SE and TAMALPAIS AVENUE 0A0053 Y80338 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SW and TAMALPAIS AVENUE 0A0053 Y80338 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and TASSAJARA AVENUE 0A0053 080351 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and TASSAJARA AVENUE 0A0053 080351 $4,000.00 Completed Measure A Street Improvement Project BARRETT AVENUE SE and TASSAJARA AVENUE 0A0053 080351 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SW and TASSAJARA AVENUE 0A0053 080351 $4,000.00 Completed Measure A Street Improvement Project S a 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 - Intersections CITY OF EL CERRITO BARRETT AVENUE SW and CARQUINEZ AVENUE 0A0058 080061 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and CARQUINEZ AVENUE 0A0058 080064 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and SONOMA STREET 0A0058 080326 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and BROOKS AVENUE 0A0063 080039 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and BROOKS AVENUE 0A0063 080039 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SE and HARRIS AVENUE 0A0063 080139 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SW and HARRIS AVENUE 0A0063 080139 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and SONOMA STREET 0A0063 080326 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and TULLER AVENUE 0A0063 080378 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and TULLER AVENUE 0A0063 080378 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NE and YUBA STREET 0A0063 080389 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE NW and YUBA STREET 0A0063 080389 $4,000.00 Completed Measure A Street Improvement Project BARRETT AVENUE SE and YUBA STREET 0A0063 080389 $2,500.00 Completed Measure A Street Improvement Project BARRETT AVENUE SW and YUBA STREET 0A0063 080389 $2,500.00 Completed Measure A Street Improvement Project CENTRAL AVENUE NE and CLAYTON AVENUE 0C0040 020015 $2,500.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SE and CLAYTON AVENUE 0C0040 020015 $4,000.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SW and CLAYTON AVENUE 0C0040 020015 $4,000.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SE and EVERETT STREET 0C0040 020066 $4,000.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SW and EVERETT STREET 0C0040 020066 $2,500.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SE and NORVELL STREET 0C0040 020143 $4,000.00 Completed Measure A Street Improvement Project CENTRAL AVENUE SW and NORVELL STREET 0C0040 020143 $4,000.00 Completed Measure A Street Improvement Project CUTTING BOULEVARD SW and FAIRVIEW DRIVE 0A0125 060045 $2,500.00 Completed Measure A Street Improvement Project FAIRMOUNT AVENUE SE and RAMONA AVENUE 0A0172 010101 $4,000.00 Completed Upper Fairmount Streetscape Project MANILA AVENUE NW and NAVELLIER AVENUE 0C0206 0C0224 $2,500.00 Completed Measure A Street Improvement Project MANILA AVENUE SW and NAVELLIER AVENUE 0C0206 0C0224 $2,500.00 Completed Measure A Street Improvement Project MANILA AVENUE NE and SCOTT STREET 0C0206 0B0098 $2,500.00 Completed Measure A Street Improvement Project S a 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 - Intersections CITY OF EL CERRITO MANILA AVENUE NW and SCOTT STREET 0C0206 0B0098 $2,500.00 Completed Measure A Street Improvement Project MANILA AVENUE SE and SCOTT STREET 0C0206 0B0098 $2,500.00 Completed Measure A Street Improvement Project MANILA AVENUE SW and SCOTT STREET 0C0206 0B0098 $2,500.00 Completed Measure A Street Improvement Project MANILA AVENUE NE and KEARNEY STREET 0C0213 X50110 $4,000.00 Completed City Hall Project MANILA AVENUE NW and KEARNEY STREET 0C0213 X50110 $4,000.00 Completed City Hall Project MANILA AVENUE SE and KEARNEY STREET 0C0213 Y50110 $4,000.00 Completed City Hall Project MANILA AVENUE SW and KEARNEY STREET 0C0213 Y50110 $4,000.00 Completed City Hall Project MOESER LANE SE and GALVIN DRIVE 0A0240 X30115 $2,500.00 Completed Measure A Street Improvement Project MOESER LANE SW and GALVIN DRIVE 0A0240 X30115 $2,500.00 Completed Measure A Street Improvement Project MOESER LANE(N. HALF) NW and CONTRA COSTA 0A0234 030079 $2,500.00 Completed Measure A Street Improvement Project MOESER LANE(N. HALF) NW and SHELVIN DRIVE 0A0234 030233 $2,500.00 Completed Measure A Street Improvement Project MOESER LANE(N. HALF) NE and TERRACE DRIVE 0A0234 0B0170 $5,000.00 Completed Measure A Street Improvement Project MOESER LANE(N. HALF) NW and TERRACE DRIVE 0A0234 0B0170 $5,000.00 Completed Measure A Street Improvement Project MOESER LANE(S. HALF) NE and TERRACE DRIVE 0A0228 0B0170 $2,500.00 Completed Measure A Street Improvement Project MOESER LANE(S. HALF) NW and TERRACE DRIVE 0A0228 0B0170 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SE and PARK VISTA 0B0063 040271 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NW and PORTOLA AVENUE 0B0063 0B0081 $4,000.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and PORTOLA AVENUE 0B0063 0B0081 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NE and SEAVIEW PLACE 0B0063 040293 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SE and SEAVIEW PLACE 0B0063 040293 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NW and GLADYS AVENUE 0B0067 050082 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and GLADYS AVENUE 0B0067 050082 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NE and GLADYS COURT 0B0067 040154 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SE and GLADYS COURT 0B0067 040154 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NW and MOUND AVENUE 0B0067 050197 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and MOUND AVENUE 0B0067 050197 $2,500.00 Completed Measure A Street Improvement Project S a 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 - Intersections CITY OF EL CERRITO NAVELLIER STREET NW and POTRERO AVENUE 0B0067 0A0281 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and POTRERO AVENUE 0B0067 0A0281 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NE and POTRERO AVENUE 0B0067 YA0279 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SE and POTRERO AVENUE 0B0067 YA0279 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NW and DONAL AVENUE 0C0224 050012 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and DONAL AVENUE 0C0224 050012 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET NE and SCHMIDT LANE 0C0224 040282 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SE and SCOTT STREET 0C0224 0B0098 $2,500.00 Completed Measure A Street Improvement Project NAVELLIER STREET SW and SCOTT STREET 0C0224 0B0098 $2,500.00 Completed Measure A Street Improvement Project POTRERO AVENUE SE and DOUGLAS DRIVE 0A0276 040119 $2,500.00 Completed Measure A Street Improvement Project STOCKTON AVENUE NE and BALRA DRIVE 0C0313 030028 $2,500.00 Completed Measure A Street Improvement Project STOCKTON AVENUE NW and BALRA DRIVE 0C0313 030028 $2,500.00 Completed Measure A Street Improvement Project STOCKTON AVENUE SE and BALRA DRIVE 0C0313 030028 $2,500.00 Completed Measure A Street Improvement Project STOCKTON AVENUE SW and BALRA DRIVE 0C0313 030028 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE NE and SEAVIEW DRIVE(R) 0B0177 030220 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE NW and SEAVIEW DRIVE(R) 0B0177 030220 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE NE and BALRA DRIVE 0B0182 030024 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE NW and BALRA DRIVE 0B0182 030024 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE SE and BALRA DRIVE 0B0182 030024 $2,500.00 Completed Measure A Street Improvement Project TERRACE DRIVE SW and BALRA DRIVE 0B0182 030024 $2,500.00 Completed Measure A Street Improvement Project 2009/10 Year of Barrier Mitigation: $16,000.00 ASHBURY AVENUE NW and MOESER LANE 0A0040 0A0246 $4,000.00 Serving: Community Center ASHBURY AVENUE SE and MOESER LANE 0A0040 0A0246 $4,000.00 Serving: Community Center ASHBURY AVENUE SW and MOESER LANE 0A0040 0A0246 $4,000.00 Serving: Community Center MOESER LANE NE and EVERETT STREET 0A0246 050056 $4,000.00 Serving: Community Center 2009/10.2 Year of Barrier Mitigation: $28,000.00 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 4 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO ASHBURY AVENUE SE and FAIRMOUNT AVENUE 0A0028 0A0172 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center ASHBURY AVENUE SSW and FAIRMOUNT AVENUE 0A0030 0A0172 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center ASHBURY AVENUE WSW and FAIRMOUNT AVENUE 0A0030 0A0172 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center ASHBURY AVENUE NE and FAIRMOUNT AVENUE 0A0033 0A0172 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center ASHBURY AVENUE NW and FAIRMOUNT AVENUE 0A0033 0A0172 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center FAIRMOUNT AVENUE SE and ASHBURY AVENUE 0A0172 0A0030 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center FAIRMOUNT AVENUE SSW and ASHBURY AVENUE 0A0172 0A0030 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center FAIRMOUNT AVENUE WSW and ASHBURY AVENUE 0A0172 0A0030 $4,000.00 TBD HSIP Grant Serving: Harding Child Care Center FAIRMOUNT AVENUE NE and ASHBURY AVENUE 0A0172 0A0033 $2,500.00 TBD HSIP Grant Serving: Harding Child Care Center FAIRMOUNT AVENUE NW and ASHBURY AVENUE 0A0172 0A0033 $4,000.00 TBD HSIP Grant Serving: Harding Child Care Center 2011/12 Year of Barrier Mitigation: $18,500.00 STOCKTON AVENUE NE and LEXINGTON AVENUE 0A0329 020114 $2,500.00 Serving: Library and Senior Center STOCKTON AVENUE NW and LEXINGTON AVENUE 0A0329 020114 $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE SE and LEXINGTON AVENUE 0A0329 020114 $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE SW and LEXINGTON AVENUE 0A0329 020114 $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE SW and LIBERTY STREET 0A0329 020129 $4,000.00 Serving: Library and Senior Center 2012/13 Year of Barrier Mitigation: $16,000.00 STOCKTON AVENUE SE and KEARNEY STREET 0A0329 020XXX $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE SW and KEARNEY STREET 0A0329 020XXX $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE NE and KEARNEY STREET 0A0329 Y20097 $4,000.00 Serving: Library and Senior Center STOCKTON AVENUE NW and KEARNEY STREET 0A0329 Y20097 $4,000.00 Serving: Library and Senior Center 2014/15 Year of Barrier Mitigation: $22,500.00 MOESER LANE SE and NORVELL STREET 0A0246 020146 $2,500.00 Serving Community Center & Civic Theater MOESER LANE SW and NORVELL STREET 0A0246 020146 $4,000.00 Serving Community Center & Civic Theater MOESER LANE NE and POMONA AVENUE 0A0246 020173 $4,000.00 Serving: Civic Theater MOESER LANE NW and POMONA AVENUE 0A0246 020173 $4,000.00 Serving: Civic Theater S a 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 - Intersections CITY OF EL CERRITO MOESER LANE SE and POMONA AVENUE 0A0246 020173 $4,000.00 Serving: Civic Theater MOESER LANE SW and POMONA AVENUE 0A0246 020173 $4,000.00 Serving: Civic Theater 2016/17 Year of Barrier Mitigation: $12,000.00 ASHBURY AVENUE NE and C STREET 0A0030 010037 $4,000.00 Serving: Harding Child Care Center ASHBURY AVENUE NW and C STREET 0A0030 010037 $4,000.00 Serving: Harding Child Care Center ASHBURY AVENUE SW and C STREET 0A0030 010037 $4,000.00 Serving: Harding Child Care Center 2017/18 Year of Barrier Mitigation: $18,000.00 ARLINGTON BOULEVARD SW and BREWSTER DRIVE 0A0004 040035 $2,500.00 Serving: Madera Child Care Center ARLINGTON BOULEVARD NW and BREWSTER DRIVE 0A0007 040035 $2,500.00 Serving: Madera Child Care Center ARLINGTON BOULEVARD SW and BREWSTER DRIVE 0A0007 040039 $2,500.00 Serving: Madera Child Care Center ARLINGTON BOULEVARD NW and BREWSTER DRIVE 0A0008 040039 $2,500.00 Serving: Madera Child Care Center ARLINGTON BOULEVARD SW and MADERA DRIVE 0A0010 040259 $4,000.00 Serving: Madera Child Care Center ARLINGTON BOULEVARD NW and MADERA DRIVE 0A0012 040259 $4,000.00 Serving: Madera Child Care Center TBD Year of Barrier Mitigation: $1,806,750.00 ARLINGTON BOULEVARD NE and ARBOR DRIVE 0A0001 090001 $2,500.00 ARLINGTON BOULEVARD NE and MOESER LANE(N. 0A0001 0A0234 $4,000.00 ARLINGTON BOULEVARD SW and MOESER LANE(S. 0A0001 0A0228 $1,500.00 ARLINGTON BOULEVARD NW and ROBERTA DRIVE 0A0001 030209 $2,500.00 ARLINGTON BOULEVARD SW and ROBERTA DRIVE 0A0001 030209 $2,500.00 ARLINGTON BOULEVARD NW and TERRACE DRIVE 0A0001 0C0326 $4,000.00 ARLINGTON BOULEVARD SW and TERRACE DRIVE 0A0001 0C0326 $4,000.00 ARLINGTON BOULEVARD SE and ARBOR DRIVE 0A0004 090001 $2,500.00 ARLINGTON BOULEVARD NE and DON CAROL DRIVE 0A0004 090047 $2,500.00 ARLINGTON BOULEVARD SE and DON CAROL DRIVE 0A0004 090047 $2,500.00 ARLINGTON BOULEVARD NW and HAVENS PLACE 0A0004 040165 $2,500.00 ARLINGTON BOULEVARD SW and HAVENS PLACE 0A0004 040165 $2,500.00 ARLINGTON BOULEVARD NE and VILLA NUEVA DRIVE 0A0004 090253 $2,500.00 ARLINGTON BOULEVARD SE and VILLA NUEVA DRIVE 0A0004 090253 $2,500.00 ARLINGTON BOULEVARD SW and BUCKINGHAM DRIVE 0A0007 0C0027 $2,500.00 ARLINGTON BOULEVARD NE and THORS BAY ROAD 0A0007 X90228 $2,500.00 ARLINGTON BOULEVARD SE and THORS BAY ROAD 0A0007 X90228 $4,000.00 ARLINGTON BOULEVARD NW and BUCKINGHAM DRIVE 0A0008 0C0027 $2,500.00 ARLINGTON BOULEVARD NE and CLUB VIEW DRIVE 0A0008 CLUBVI $2,500.00 ARLINGTON BOULEVARD SE and CLUB VIEW DRIVE 0A0008 CLUBVI $2,500.00 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 6 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO ARLINGTON BOULEVARD NE and DYLANS WAY 0A0008 000000 $4,000.00 ARLINGTON BOULEVARD SE and DYLANS WAY 0A0008 000000 $4,000.00 ARLINGTON BOULEVARD NE and LAMBRECHT COURT 0A0008 090130 $2,500.00 ARLINGTON BOULEVARD SE and LAMBRECHT COURT 0A0008 090130 $2,500.00 ARLINGTON BOULEVARD SW and POTRERO AVENUE 0A0012 0A0276 $4,000.00 ARLINGTON BOULEVARD SE and CUTTING BOULEVARD 0A0013 0A0125 $2,500.00 ARLINGTON BOULEVARD SW and CUTTING BOULEVARD 0A0013 0A0125 $2,500.00 ARLINGTON BOULEVARD NW and POTRERO AVENUE 0A0013 0A0276 $4,000.00 ARLINGTON BOULEVARD NE and SCENIC AVENUE 0A0013 0B0111 $2,500.00 ARLINGTON BOULEVARD SE and SCENIC AVENUE 0A0013 0B0111 $2,500.00 ARLINGTON BOULEVARD NE and CUTTING BOULEVARD 0A0014 0A0125 $4,000.00 ARLINGTON BOULEVARD NW and CUTTING BOULEVARD 0A0014 0A0125 $4,000.00 ARLINGTON BOULEVARD SW and LAGUNITAS AVENUE 0A0014 080188 $4,000.00 ARLINGTON BOULEVARD SE and LAGUNITAS AVENUE 0A0014 090119 $4,000.00 ARLINGTON BOULEVARD NW and LAGUNITAS AVENUE 0A0016 080188 $4,000.00 ARLINGTON BOULEVARD NE and LAGUNITAS AVENUE 0A0016 090119 $4,000.00 ARLINGTON BOULEVARD NE and DEL MONTE AVENUE 0A0017 080089 $2,500.00 ARLINGTON BOULEVARD SE and DEL MONTE AVENUE 0A0017 080089 $2,500.00 ARLINGTON BOULEVARD NW and TAMALPAIS AVENUE 0A0017 080340 $2,500.00 ARLINGTON BOULEVARD SW and TAMALPAIS AVENUE 0A0017 080340 $2,500.00 ASHBURY AVENUE SE and A STREET 0A0028 010001 $2,500.00 ASHBURY AVENUE NW and A STREET 0A0030 010001 $4,000.00 ASHBURY AVENUE SW and A STREET 0A0030 010001 $4,000.00 ASHBURY AVENUE NW and B STREET 0A0030 010012 $4,000.00 ASHBURY AVENUE SW and B STREET 0A0030 010012 $4,000.00 ASHBURY AVENUE NE and CENTRAL AVENUE 0A0033 0C0040 $4,000.00 ASHBURY AVENUE NW and CENTRAL AVENUE 0A0033 0C0040 $4,000.00 ASHBURY AVENUE SE and CENTRAL AVENUE 0A0033 0C0040 $4,000.00 ASHBURY AVENUE SW and CENTRAL AVENUE 0A0033 0C0040 $4,000.00 ASHBURY AVENUE NE and EUREKA AVENUE 0A0033 020042 $4,000.00 ASHBURY AVENUE SE and EUREKA AVENUE 0A0033 020042 $2,500.00 ASHBURY AVENUE SW and EUREKA AVENUE 0A0033 020042 $4,000.00 ASHBURY AVENUE NW and LINCOLN AVENUE 0A0033 0C0157 $4,000.00 ASHBURY AVENUE SW and LINCOLN AVENUE 0A0033 0C0157 $4,000.00 ASHBURY AVENUE NE and ROCKWAY AVENUE 0A0033 0C0257 $2,500.00 ASHBURY AVENUE SE and ROCKWAY AVENUE 0A0033 0C0257 $2,500.00 ASHBURY AVENUE NW and CLAYTON AVENUE 0A0037 020015 $2,500.00 ASHBURY AVENUE SW and CLAYTON AVENUE 0A0037 020015 $1,500.00 ASHBURY AVENUE NW and EUREKA AVENUE 0A0037 020044 $4,000.00 ASHBURY AVENUE NE and HOTCHKISS AVENUE 0A0037 020082 $2,500.00 ASHBURY AVENUE SE and HOTCHKISS AVENUE 0A0037 020082 $4,000.00 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 7 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO ASHBURY AVENUE SW and STOCKTON AVENUE 0A0037 0A0329 $1,500.00 ASHBURY AVENUE SE and STOCKTON AVENUE 0A0037 0B0160 $2,500.00 ASHBURY AVENUE NW and STOCKTON AVENUE 0A0040 0A0329 $4,000.00 ASHBURY AVENUE WNW and STOCKTON AVENUE 0A0040 0A0329 $4,000.00 ASHBURY AVENUE NE and STOCKTON AVENUE 0A0040 0B0160 $4,000.00 ASHBURY AVENUE NE and WALDO AVENUE 0A0040 020208 $4,000.00 ASHBURY AVENUE NW and WALDO AVENUE 0A0040 020208 $4,000.00 ASHBURY AVENUE SE and WALDO AVENUE 0A0040 020208 $2,500.00 ASHBURY AVENUE SW and WALDO AVENUE 0A0040 020208 $4,000.00 BARRETT AVENUE NE and MONTA VISTA 0A0053 080260 $2,500.00 BARRETT AVENUE NE and EDWARDS AVENUE 0A0058 080100 $2,500.00 BARRETT AVENUE NW and EDWARDS AVENUE 0A0058 080100 $2,500.00 BARRETT AVENUE SE and EDWARDS AVENUE 0A0058 080100 $2,500.00 BARRETT AVENUE SW and EDWARDS AVENUE 0A0058 080100 $4,000.00 BARRETT AVENUE NE and ELLERHORST 0A0058 080117 $2,500.00 BARRETT AVENUE SE and ELLERHORST 0A0058 080117 $2,500.00 BARRETT AVENUE SE and MIRA VISTA DRIVE 0A0058 080236 $2,500.00 BARRETT AVENUE SW and MIRA VISTA DRIVE 0A0058 080236 $2,500.00 BARRETT AVENUE NE and MIRA VISTA DRIVE 0A0058 080242 $2,500.00 BARRETT AVENUE NW and MIRA VISTA DRIVE 0A0058 080242 $2,500.00 BARRETT AVENUE NE and TULARE AVENUE 0A0058 080366 $2,500.00 BARRETT AVENUE NW and TULARE AVENUE 0A0058 080366 $2,500.00 BARRETT AVENUE SE and TULARE AVENUE 0A0058 X80364 $2,500.00 BARRETT AVENUE SW and TULARE AVENUE 0A0058 X80364 $2,500.00 CARLSON BOULEVARD SE and CENTRAL AVENUE 0A0077 0A0095 $2,500.00 CARLSON BOULEVARD SW and CENTRAL AVENUE 0A0077 0A0095 $4,000.00 CARLSON BOULEVARD NE and FAIRMOUNT AVENUE 0A0077 XA0180 $2,500.00 CARLSON BOULEVARD SE and FAIRMOUNT AVENUE 0A0077 XA0180 $4,000.00 CARLSON BOULEVARD NE and LASSEN STREET 0A0077 000165 $2,500.00 CARLSON BOULEVARD NW and LASSEN STREET 0A0077 000165 $4,000.00 CARLSON BOULEVARD NE and SAN DIEGO STREET 0A0077 000201 $2,500.00 CARLSON BOULEVARD NW and SAN DIEGO STREET 0A0077 000201 $4,000.00 CARLSON BOULEVARD SE and SAN DIEGO STREET 0A0077 000201 $2,500.00 CARLSON BOULEVARD SW and SAN DIEGO STREET 0A0077 000201 $4,000.00 CARLSON BOULEVARD NE and AVILA STREET 0A0079 000023 $2,500.00 CARLSON BOULEVARD NW and AVILA STREET 0A0079 000023 $2,500.00 CARLSON BOULEVARD SE and AVILA STREET 0A0079 000023 $2,500.00 CARLSON BOULEVARD SW and AVILA STREET 0A0079 000023 $2,500.00 CARLSON BOULEVARD NE and CENTRAL AVENUE 0A0079 0A0095 $4,000.00 CARLSON BOULEVARD NW and CENTRAL AVENUE 0A0079 0A0095 $2,500.00 CARLSON BOULEVARD NW and EL DORADO STREET 0A0079 X00073 $4,000.00 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 8 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO CARLSON BOULEVARD SW and EL DORADO STREET 0A0079 X00073 $2,500.00 CARLSON BOULEVARD NE and EL DORADO STREET 0A0079 Y00073 $2,500.00 CARLSON BOULEVARD SE and EL DORADO STREET 0A0079 Y00073 $2,500.00 CENTRAL AVENUE ESE and BELMONT AVENUE 0A0095 000036 $4,000.00 CENTRAL AVENUE NE and BELMONT AVENUE 0A0095 000036 $4,000.00 CENTRAL AVENUE SSE and BELMONT AVENUE 0A0095 000036 $4,000.00 CENTRAL AVENUE SW and BELMONT AVENUE 0A0095 000036 $2,500.00 CENTRAL AVENUE NE and SAN MATEO AVENUE 0A0095 000216 $4,000.00 CENTRAL AVENUE SE and SAN MATEO AVENUE 0A0095 000216 $4,000.00 CENTRAL AVENUE SW and SAN MATEO AVENUE 0A0095 000216 $4,000.00 CENTRAL AVENUE SE and SANTA CLARA 0A0095 000230 $4,000.00 CENTRAL AVENUE SW and SANTA CLARA 0A0095 000230 $4,000.00 CENTRAL AVENUE NE and YOLO AVENUE 0A0095 000316 $4,000.00 CENTRAL AVENUE NW and YOLO AVENUE 0A0095 000316 $4,000.00 CENTRAL AVENUE NE and YOSEMITE AVENUE 0A0095 000327 $2,500.00 CENTRAL AVENUE NW and YOSEMITE AVENUE 0A0095 000327 $2,500.00 CENTRAL AVENUE SE and YOSEMITE AVENUE 0A0095 000327 $4,000.00 CENTRAL AVENUE SW and YOSEMITE AVENUE 0A0095 000327 $4,000.00 CENTRAL AVENUE NE and KEARNEY STREET 0B0001 020094 $4,000.00 CENTRAL AVENUE NW and KEARNEY STREET 0B0001 020094 $4,000.00 CENTRAL AVENUE SE and KEARNEY STREET 0B0001 020094 $2,500.00 CENTRAL AVENUE SW and KEARNEY STREET 0B0001 020094 $2,500.00 CENTRAL AVENUE NE and LEXINGTON AVENUE 0B0001 020110 $4,000.00 CENTRAL AVENUE NW and LEXINGTON AVENUE 0B0001 020110 $4,000.00 CENTRAL AVENUE SE and LEXINGTON AVENUE 0B0001 020110 $4,000.00 CENTRAL AVENUE SW and LEXINGTON AVENUE 0B0001 020110 $4,000.00 CENTRAL AVENUE NE and LIBERTY STREET 0B0001 020126 $2,500.00 CENTRAL AVENUE NW and LIBERTY STREET 0B0001 020126 $4,000.00 CENTRAL AVENUE SE and LIBERTY STREET 0B0001 0C0146 $4,000.00 CENTRAL AVENUE SW and LIBERTY STREET 0B0001 0C0146 $4,000.00 CENTRAL AVENUE ENE and OAK STREET 0B0001 020158 $2,500.00 CENTRAL AVENUE NNE and OAK STREET 0B0001 020158 $2,500.00 CENTRAL AVENUE NW and OAK STREET 0B0001 020158 $4,000.00 CENTRAL AVENUE SE and OAK STREET 0B0001 020158 $2,500.00 CENTRAL AVENUE NE and ALBEMARLE STREET 0C0040 020001 $4,000.00 CENTRAL AVENUE NW and ALBEMARLE STREET 0C0040 020001 $4,000.00 CENTRAL AVENUE SE and ALBEMARLE STREET 0C0040 020001 $4,000.00 CENTRAL AVENUE SW and ALBEMARLE STREET 0C0040 020001 $4,000.00 CENTRAL AVENUE NW and CLAYTON AVENUE 0C0040 020015 $4,000.00 CENTRAL AVENUE NE and EVERETT STREET 0C0040 020066 $4,000.00 CENTRAL AVENUE NW and EVERETT STREET 0C0040 020066 $1,500.00 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--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO CENTRAL AVENUE NE and NORVELL STREET 0C0040 020143 $4,000.00 CENTRAL AVENUE NW and NORVELL STREET 0C0040 020143 $4,000.00 COLUSA AVENUE NW and CURRY AVENUE 0A0110 010073 COLUSA AVENUE SE and CURRY AVENUE 0A0110 010073 $1,500.00 COLUSA AVENUE SW and CURRY AVENUE 0A0110 010073 $4,000.00 COLUSA AVENUE SE and LYNN AVENUE 0A0110 0C0178 $2,500.00 COLUSA AVENUE SW and LYNN AVENUE 0A0110 0C0178 $4,000.00 COLUSA AVENUE SE and SAN CARLOS AVENUE 0A0110 010115 $2,500.00 COLUSA AVENUE SW and SAN CARLOS AVENUE 0A0110 010115 $2,500.00 COLUSA AVENUE NE and VALLEY ROAD 0A0110 000000 $4,000.00 COLUSA AVENUE NW and VALLEY ROAD 0A0110 000000 $4,000.00 CUTTING BOULEVARD NE and ALVA AVENUE 0A0125 070001 $4,000.00 CUTTING BOULEVARD NNW and ALVA AVENUE 0A0125 070001 $4,000.00 CUTTING BOULEVARD SW and ALVA AVENUE 0A0125 070001 $4,000.00 CUTTING BOULEVARD WNW and ALVA AVENUE 0A0125 070001 $4,000.00 CUTTING BOULEVARD SE and FAIRVIEW DRIVE 0A0125 060045 $2,500.00 CUTTING BOULEVARD NE and HAGEN BOULEVARD 0A0125 070120 $2,500.00 CUTTING BOULEVARD SE and TAMALPAIS AVENUE 0A0125 060228 $4,000.00 CUTTING BOULEVARD SW and TAMALPAIS AVENUE 0A0125 060228 $4,000.00 CUTTING BOULEVARD NE and TAMALPAIS AVENUE 0A0125 X80338 $4,000.00 CUTTING BOULEVARD NW and TAMALPAIS AVENUE 0A0125 X80338 $4,000.00 CUTTING BOULEVARD SE and WILSON WAY 0A0125 060265 $4,000.00 CUTTING BOULEVARD NW and HAGEN BOULEVARD 0A0129 070120 $4,000.00 CUTTING BOULEVARD NE and JUNCTION AVENUE 0A0129 070161 $4,000.00 CUTTING BOULEVARD NW and JUNCTION AVENUE 0A0129 070161 $4,000.00 CUTTING BOULEVARD SE and KENILWORTH 0A0129 060119 $4,000.00 CUTTING BOULEVARD SW and KENILWORTH 0A0129 060119 $4,000.00 CUTTING BOULEVARD SE and SNOWDON AVENUE 0A0129 060216 $4,000.00 CUTTING BOULEVARD SW and SNOWDON AVENUE 0A0129 060216 $4,000.00 CUTTING BOULEVARD NE and TAPSCOTT AVENUE 0A0129 070267 $4,000.00 CUTTING BOULEVARD NW and TAPSCOTT AVENUE 0A0129 070267 $4,000.00 CUTTING BOULEVARD SW and WILSON WAY 0A0129 060265 $4,000.00 CUTTING BOULEVARD NE and KEARNEY STREET 0A0133 070175 $2,500.00 CUTTING BOULEVARD NW and KEARNEY STREET 0A0133 070175 $4,000.00 CUTTING BOULEVARD SE and KEARNEY STREET 0A0133 070175 $2,500.00 CUTTING BOULEVARD SW and KEARNEY STREET 0A0133 070175 $2,500.00 CUTTING BOULEVARD NE and INTERSTATE 80 0A0137 EB0I80 $1,500.00 CUTTING BOULEVARD SE and INTERSTATE 80 0A0137 EB0I80 $1,500.00 CUTTING BOULEVARD NW and INTERSTATE 80 0A0137 WB0I80 $1,500.00 CUTTING BOULEVARD NE and PEERLESS AVENUE 0A0137 0C0228 $2,500.00 CUTTING BOULEVARD SE and PEERLESS AVENUE 0A0137 0C0228 $4,000.00 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 10 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO CUTTING BOULEVARD SW and PEERLESS AVENUE 0A0137 0C0228 $2,500.00 EASTSHORE BOULEVARD ESE and HILL STREET 0A0148 0C0107 $2,500.00 EASTSHORE BOULEVARD NE and HILL STREET 0A0148 0C0107 $2,500.00 EASTSHORE BOULEVARD NNW and HILL STREET 0A0148 0C0107 $4,000.00 EASTSHORE BOULEVARD NW and HILL STREET 0A0148 0C0107 $4,000.00 EASTSHORE BOULEVARD SSE and HILL STREET 0A0148 0C0107 $4,000.00 EASTSHORE BOULEVARD SW and HILL STREET 0A0148 0C0107 $2,500.00 EASTSHORE BOULEVARD WNW and HILL STREET 0A0148 0C0107 $2,500.00 EASTSHORE BOULEVARD ENE and POTRERO AVENUE 0A0148 0A0289 $4,000.00 EASTSHORE BOULEVARD NNE and POTRERO AVENUE 0A0148 0A0289 $4,000.00 EASTSHORE BOULEVARD NW and POTRERO AVENUE 0A0148 0A0289 $4,000.00 ELM STREET SE and BLAKE STREET 060023 0C0351 $2,500.00 ELM STREET SW and BLAKE STREET 060023 0C0355 $2,500.00 ELM STREET NE and BLAKE STREET 0A0159 0C0351 $2,500.00 ELM STREET NW and BLAKE STREET 0A0159 0C0355 $4,000.00 ELM STREET NE and HILL STREET 0A0159 0A0198 $2,500.00 ELM STREET NW and HILL STREET 0A0159 0A0198 $2,500.00 ELM STREET SE and HILL STREET 0A0159 0A0198 $2,500.00 ELM STREET SW and HILL STREET 0A0159 0A0198 $2,500.00 ELM STREET NE and MANOR CIRCLE 0A0159 060157 $4,000.00 ELM STREET SW and MANOR CIRCLE 0A0159 060157 $4,000.00 FAIRMOUNT AVENUE NE and ALBEMARLE STREET 0A0172 020001 FAIRMOUNT AVENUE NW and ALBEMARLE STREET 0A0172 020001 $4,000.00 FAIRMOUNT AVENUE SW and ALBEMARLE STREET 0A0172 020001 $2,500.00 FAIRMOUNT AVENUE SE and BEHRENS STREET 0A0172 010023 $4,000.00 FAIRMOUNT AVENUE SW and BEHRENS STREET 0A0172 010023 $4,000.00 FAIRMOUNT AVENUE SE and CARMEL AVENUE 0A0172 010048 $4,000.00 FAIRMOUNT AVENUE SW and CARMEL AVENUE 0A0172 010048 $4,000.00 FAIRMOUNT AVENUE NE and CLAYTON AVENUE 0A0172 020015 $4,000.00 FAIRMOUNT AVENUE NW and CLAYTON AVENUE 0A0172 020015 $4,000.00 FAIRMOUNT AVENUE NW and EVERETT STREET 0A0172 020066 $4,000.00 FAIRMOUNT AVENUE SW and EVERETT STREET 0A0172 020066 $2,500.00 FAIRMOUNT AVENUE SE and NORVELL STREET 0A0172 020143 $4,000.00 FAIRMOUNT AVENUE SW and NORVELL STREET 0A0172 020143 $4,000.00 FAIRMOUNT AVENUE SE and POMONA AVENUE 0A0172 010089 $4,000.00 FAIRMOUNT AVENUE SW and POMONA AVENUE 0A0172 010089 $4,000.00 FAIRMOUNT AVENUE NE and RAMONA AVENUE 0A0172 010101 $4,000.00 FAIRMOUNT AVENUE SW and RAMONA AVENUE 0A0172 010101 $4,000.00 FAIRMOUNT AVENUE SE and VICTORIA STREET 0A0172 010140 $4,000.00 FAIRMOUNT AVENUE SW and VICTORIA STREET 0A0172 010140 $4,000.00 FAIRMOUNT AVENUE SE and CORONADO STREET XA0180 010062 $2,500.00 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 11 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO FAIRMOUNT AVENUE SW and CORONADO STREET XA0180 010062 $2,500.00 FAIRMOUNT AVENUE NE and KEARNEY STREET XA0180 020094 $4,000.00 FAIRMOUNT AVENUE NNW and KEARNEY STREET XA0180 020094 $1,500.00 FAIRMOUNT AVENUE SE and KEARNEY STREET XA0180 020094 $4,000.00 FAIRMOUNT AVENUE SW and KEARNEY STREET XA0180 020094 $4,000.00 FAIRMOUNT AVENUE WNW and KEARNEY STREET XA0180 020094 $1,500.00 FAIRMOUNT AVENUE ENE and LEXINGTON AVENUE XA0180 020110 FAIRMOUNT AVENUE NNE and LEXINGTON AVENUE XA0180 020110 $1,500.00 FAIRMOUNT AVENUE NW and LEXINGTON AVENUE XA0180 020110 $4,000.00 FAIRMOUNT AVENUE SE and LEXINGTON AVENUE XA0180 020110 $2,500.00 FAIRMOUNT AVENUE SW and LEXINGTON AVENUE XA0180 020110 $4,000.00 FAIRMOUNT AVENUE ENE and LIBERTY STREET XA0180 0C0146 $4,000.00 FAIRMOUNT AVENUE ESE and LIBERTY STREET XA0180 0C0146 $2,500.00 FAIRMOUNT AVENUE NNE and LIBERTY STREET XA0180 0C0146 $1,500.00 FAIRMOUNT AVENUE NNW and LIBERTY STREET XA0180 0C0146 $1,500.00 FAIRMOUNT AVENUE SSE and LIBERTY STREET XA0180 0C0146 $2,500.00 FAIRMOUNT AVENUE SSW and LIBERTY STREET XA0180 0C0146 $4,000.00 FAIRMOUNT AVENUE WNW and LIBERTY STREET XA0180 0C0146 $4,000.00 FAIRMOUNT AVENUE WSW and LIBERTY STREET XA0180 0C0146 $4,000.00 FAIRMOUNT AVENUE I-E and OAK STREET XA0180 020158 $1,500.00 FAIRMOUNT AVENUE I-S and OAK STREET XA0180 020158 $4,000.00 FAIRMOUNT AVENUE I-W and OAK STREET XA0180 020158 $2,500.00 FAIRMOUNT AVENUE NE and OAK STREET XA0180 020158 $4,000.00 FAIRMOUNT AVENUE NW and OAK STREET XA0180 020158 $4,000.00 FAIRMOUNT AVENUE S and OAK STREET XA0180 020158 $4,000.00 KEY BOULEVARD ENE and CUTTING BOULEVARD 0A0212 0A0133 $4,000.00 KEY BOULEVARD NNE and CUTTING BOULEVARD 0A0212 0A0133 $4,000.00 KEY BOULEVARD NW and CUTTING BOULEVARD 0A0212 0A0133 $4,000.00 KEY BOULEVARD SE and CUTTING BOULEVARD 0A0212 0A0133 $4,000.00 KEY BOULEVARD SW and CUTTING BOULEVARD 0A0212 0A0133 $4,000.00 KEY BOULEVARD NW and ELM STREET 0A0212 0A0159 $2,500.00 KEY BOULEVARD SW and ELM STREET 0A0212 0A0159 $2,500.00 KEY BOULEVARD SW and KNOTT AVENUE 0A0212 000020 $2,500.00 KEY BOULEVARD SE and KNOTT AVENUE 0A0212 070188 $2,500.00 KEY BOULEVARD NW and LIBERTY STREET 0A0212 070201 $4,000.00 KEY BOULEVARD SW and LIBERTY STREET 0A0212 070201 $2,500.00 KEY BOULEVARD NE and CONLON AVENUE 0A0215 070047 $1,500.00 KEY BOULEVARD NW and CONLON AVENUE 0A0215 070047 $2,500.00 KEY BOULEVARD SE and CONLON AVENUE 0A0215 070047 $2,500.00 KEY BOULEVARD NE and HUMBOLT AVENUE 0A0215 070148 $4,000.00 KEY BOULEVARD SE and HUMBOLT AVENUE 0A0215 070148 $2,500.00 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 12 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO KEY BOULEVARD NW and KNOTT AVENUE 0A0215 000020 $2,500.00 KEY BOULEVARD NE and KNOTT AVENUE 0A0215 070188 $4,000.00 MANILA AVENUE SE and CABRILLO STREET 0C0206 050001 $2,500.00 MANILA AVENUE SW and CABRILLO STREET 0C0206 050001 $2,500.00 MANILA AVENUE NE and EVERETT STREET 0C0206 050057 $2,500.00 MANILA AVENUE NW and EVERETT STREET 0C0206 050057 $2,500.00 MANILA AVENUE SE and EVERETT STREET 0C0206 050057 $2,500.00 MANILA AVENUE SW and EVERETT STREET 0C0206 050057 $2,500.00 MANILA AVENUE NE and LAWRENCE STREET 0C0206 050135 $2,500.00 MANILA AVENUE NW and LAWRENCE STREET 0C0206 050135 $2,500.00 MANILA AVENUE SE and LAWRENCE STREET 0C0206 050135 $2,500.00 MANILA AVENUE SW and LAWRENCE STREET 0C0206 050135 $2,500.00 MANILA AVENUE NE and NOBLE COURT 0C0206 050208 $2,500.00 MANILA AVENUE NW and NOBLE COURT 0C0206 050208 $2,500.00 MANILA AVENUE NE and NORVELL STREET 0C0206 050230 $2,500.00 MANILA AVENUE NW and NORVELL STREET 0C0206 050230 $2,500.00 MANILA AVENUE SE and NORVELL STREET 0C0206 050230 $2,500.00 MANILA AVENUE SW and NORVELL STREET 0C0206 050230 $2,500.00 MANILA AVENUE SE and RIVERA STREET 0C0206 050255 $2,500.00 MANILA AVENUE SW and RIVERA STREET 0C0206 050255 $2,500.00 MANILA AVENUE NE and ELM STREET 0C0213 050047 $4,000.00 MANILA AVENUE NW and ELM STREET 0C0213 050047 $2,500.00 MANILA AVENUE SE and ELM STREET 0C0213 050047 $2,500.00 MANILA AVENUE SW and ELM STREET 0C0213 050047 $2,500.00 MANILA AVENUE NE and LIBERTY STREET 0C0213 050170 $4,000.00 MANILA AVENUE NW and LIBERTY STREET 0C0213 050170 $1,500.00 MANILA AVENUE SE and LIBERTY STREET 0C0213 050170 $2,500.00 MANILA AVENUE SW and LIBERTY STREET 0C0213 050170 $2,500.00 MOESER LANE NE and GALVIN DRIVE 0A0240 X30115 $2,500.00 MOESER LANE NW and GALVIN DRIVE 0A0240 X30115 $2,500.00 MOESER LANE NE and SEAVIEW DRIVE(R) 0A0240 030220 $2,500.00 MOESER LANE NW and SEAVIEW DRIVE(R) 0A0240 030220 $2,500.00 MOESER LANE SE and SEAVIEW DRIVE(R) 0A0240 030220 $2,500.00 MOESER LANE SW and SEAVIEW DRIVE(R) 0A0240 030220 $2,500.00 MOESER LANE NE and SHEVLIN PLACE 0A0240 040305 $2,500.00 MOESER LANE NW and SHEVLIN PLACE 0A0240 040305 $2,500.00 MOESER LANE SE and SHEVLIN PLACE 0A0240 040305 $2,500.00 MOESER LANE SW and SHEVLIN PLACE 0A0240 040305 $2,500.00 MOESER LANE SE and EVERETT STREET 0A0246 020069 $2,500.00 MOESER LANE SW and EVERETT STREET 0A0246 020069 $4,000.00 MOESER LANE NW and EVERETT STREET 0A0246 050056 $4,000.00 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 13 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO MOESER LANE NE and ELM COURT 0A0254 050031 $2,500.00 MOESER LANE NW and ELM COURT 0A0254 050031 $4,000.00 MOESER LANE SE and ELM STREET 0A0254 020032 $4,000.00 MOESER LANE SW and ELM STREET 0A0254 020032 $2,500.00 MOESER LANE NE and LIBERTY COURT 0A0254 050159 $2,500.00 MOESER LANE NW and LIBERTY COURT 0A0254 050159 $2,500.00 MOESER LANE ESE and LIBERTY STREET 0A0254 020129 $2,500.00 MOESER LANE SSE and LIBERTY STREET 0A0254 020129 $4,000.00 MOESER LANE SW and LIBERTY STREET 0A0254 020129 $4,000.00 MOESER LANE NE and LIBERTY STREET 0A0254 050168 $1,500.00 MOESER LANE NW and LIBERTY STREET 0A0254 050168 $4,000.00 MOESER LANE(N. HALF) NE and BATES AVENUE 0A0234 030042 $2,500.00 MOESER LANE(N. HALF) NW and BATES AVENUE 0A0234 030042 $2,500.00 MOESER LANE(N. HALF) NE and CONTRA COSTA 0A0234 030079 $2,500.00 MOESER LANE(N. HALF) SW and KING DRIVE 0A0234 030153 $2,500.00 MOESER LANE(N. HALF) NE and KING DRIVE 0A0234 040222 $2,500.00 MOESER LANE(N. HALF) NW and KING DRIVE 0A0234 040222 $2,500.00 MOESER LANE(N. HALF) NE and SHELVIN DRIVE 0A0234 030233 $2,500.00 MOESER LANE(N. HALF) SE and TERRACE DRIVE 0A0234 0B0170 $2,500.00 MOESER LANE(N. HALF) SW and TERRACE DRIVE 0A0234 0B0170 $2,500.00 MOESER LANE(S. HALF) SE and BATES AVENUE 0A0228 030042 $2,500.00 MOESER LANE(S. HALF) SW and BATES AVENUE 0A0228 030042 $2,500.00 MOESER LANE(S. HALF) SE and CONTRA COSTA 0A0228 040076 $2,500.00 MOESER LANE(S. HALF) SW and CONTRA COSTA 0A0228 040076 $2,500.00 MOESER LANE(S. HALF) SE and KING DRIVE 0A0228 030153 $2,500.00 MOESER LANE(S. HALF) SE and KING DRIVE 0A0228 040222 $2,500.00 MOESER LANE(S. HALF) SW and KING DRIVE 0A0228 040222 $2,500.00 MOESER LANE(S. HALF) SE and SHELVIN DRIVE 0A0228 030233 $2,500.00 MOESER LANE(S. HALF) SW and SHELVIN DRIVE 0A0228 030233 $2,500.00 MOESER LANE(S. HALF) SE and TERRACE DRIVE 0A0228 0B0170 $5,000.00 MOESER LANE(S. HALF) SW and TERRACE DRIVE 0A0228 0B0170 $5,000.00 NAVELLIER STREET SW and PARK VISTA 0B0063 040271 $2,500.00 NAVELLIER STREET SE and SCHMIDT LANE 0B0063 040282 $2,500.00 NAVELLIER STREET SW and SCHMIDT LANE 0B0063 0B0122 $2,500.00 NAVELLIER STREET NE and MOUND AVENUE 0B0067 050197 $2,500.00 NAVELLIER STREET SE and MOUND AVENUE 0B0067 050197 $2,500.00 NAVELLIER STREET NE and SCOTT STREET 0B0067 0B0098 $2,500.00 NAVELLIER STREET NW and SCOTT STREET 0B0067 0B0098 $2,500.00 NAVELLIER STREET NE and DONAL AVENUE 0C0224 050012 $2,500.00 NAVELLIER STREET SE and DONAL AVENUE 0C0224 050012 $2,500.00 NAVELLIER STREET NE and MANILA AVENUE 0C0224 0C0206 $2,500.00 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 14 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO NAVELLIER STREET NW and MANILA AVENUE 0C0224 0C0206 $2,500.00 NAVELLIER STREET SE and MANILA AVENUE 0C0224 0C0206 $2,500.00 NAVELLIER STREET SW and MANILA AVENUE 0C0224 0C0206 $2,500.00 NAVELLIER STREET NE and NAVELLIER AVENUE 0C0224 0C0224 $2,500.00 NAVELLIER STREET NW and NAVELLIER AVENUE 0C0224 0C0224 $2,500.00 NAVELLIER STREET SE and NAVELLIER AVENUE 0C0224 0C0224 $2,500.00 NAVELLIER STREET SW and NAVELLIER AVENUE 0C0224 0C0224 $2,500.00 NAVELLIER STREET NW and SCHMIDT LANE 0C0224 0B0122 $4,000.00 OHLONE GREENWAY N and BLAKE STREET 000000 0C0355 $4,000.00 OHLONE GREENWAY S and BLAKE STREET 000000 0C0355 $4,000.00 OHLONE GREENWAY N and CENTRAL AVENUE 000000 0B0001 $4,000.00 OHLONE GREENWAY SSW and CENTRAL AVENUE 000000 0B0001 OHLONE GREENWAY WSW and CENTRAL AVENUE 000000 0B0001 $4,000.00 OHLONE GREENWAY N and CUTTING BOULEVARD 000000 0A0133 $4,000.00 OHLONE GREENWAY S and CUTTING BOULEVARD 000000 0A0133 $4,000.00 OHLONE GREENWAY N and FAIRMOUNT AVENUE 000000 XA0180 $4,000.00 OHLONE GREENWAY S and FAIRMOUNT AVENUE 000000 XA0180 $2,500.00 OHLONE GREENWAY N and HILL STREET 000000 0A0198 $4,000.00 OHLONE GREENWAY S and HILL STREET 000000 0A0198 $4,000.00 OHLONE GREENWAY N and KNOTT AVENUE 000000 000020 $4,000.00 OHLONE GREENWAY S and KNOTT AVENUE 000000 000020 $4,000.00 OHLONE GREENWAY N and LINCOLN AVENUE 000000 0C0162 $4,000.00 OHLONE GREENWAY S and LINCOLN AVENUE 000000 0C0162 $4,000.00 OHLONE GREENWAY N and MANILA AVENUE 000000 0C0213 $4,000.00 OHLONE GREENWAY S and MANILA AVENUE 000000 0C0213 $4,000.00 OHLONE GREENWAY N and MOESER LANE 000000 0A0254 $4,000.00 OHLONE GREENWAY S and MOESER LANE 000000 0A0254 $4,000.00 OHLONE GREENWAY N and PORTOLA AVENUE 000000 0B0084 $4,000.00 OHLONE GREENWAY S and PORTOLA AVENUE 000000 0B0084 $4,000.00 OHLONE GREENWAY N and POTRERO AVENUE 000000 0A0284 $4,000.00 OHLONE GREENWAY S and POTRERO AVENUE 000000 0A0284 $4,000.00 OHLONE GREENWAY N and STOCKTON AVENUE 000000 0A0329 $4,000.00 OHLONE GREENWAY S and STOCKTON AVENUE 000000 0A0329 $4,000.00 OHLONE GREENWAY N and WALDO AVENUE 000000 020212 $4,000.00 OHLONE GREENWAY S and WALDO AVENUE 000000 020212 $4,000.00 POTRERO AVENUE NE and JULIAN COURT 0A0276 060095 $2,500.00 POTRERO AVENUE NW and JULIAN COURT 0A0276 060095 $2,500.00 POTRERO AVENUE SE and JULIAN COURT 0A0276 060095 $2,500.00 POTRERO AVENUE SW and JULIAN COURT 0A0276 060095 $2,500.00 POTRERO AVENUE SE and EVERETT STREET 0A0281 050057 $2,500.00 POTRERO AVENUE SW and EVERETT STREET 0A0281 050057 $2,500.00 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 15 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO POTRERO AVENUE NE and EVERETT STREET 0A0281 060034 $2,500.00 POTRERO AVENUE NW and EVERETT STREET 0A0281 060034 $2,500.00 POTRERO AVENUE NE and NORVELL STREET 0A0281 020146 $2,500.00 POTRERO AVENUE SE and NORVELL STREET 0A0281 020146 $2,500.00 POTRERO AVENUE NW and NORVELL STREET 0A0281 060172 $2,500.00 POTRERO AVENUE SW and NORVELL STREET 0A0281 060172 $2,500.00 POTRERO AVENUE SE and ELM STREET 0A0284 050047 $4,000.00 POTRERO AVENUE SW and ELM STREET 0A0284 050047 $4,000.00 POTRERO AVENUE NE and ELM STREET 0A0284 060023 $4,000.00 POTRERO AVENUE NW and ELM STREET 0A0284 060023 $4,000.00 POTRERO AVENUE SE and KEARNEY STREET 0A0284 050112 $2,500.00 POTRERO AVENUE SW and KEARNEY STREET 0A0284 050112 $4,000.00 POTRERO AVENUE NE and KEARNEY STREET 0A0284 060108 $4,000.00 POTRERO AVENUE NW and KEARNEY STREET 0A0284 060108 $250.00 POTRERO AVENUE NE and LEXINGTON AVENUE 0A0284 020114 $4,000.00 POTRERO AVENUE SE and LEXINGTON AVENUE 0A0284 020114 $2,500.00 POTRERO AVENUE NW and LEXINGTON AVENUE 0A0284 060132 $2,500.00 POTRERO AVENUE SW and LEXINGTON AVENUE 0A0284 060132 $2,500.00 POTRERO AVENUE NE and LIBERTY STREET 0A0284 050168 $2,500.00 POTRERO AVENUE SE and LIBERTY STREET 0A0284 050168 $2,500.00 POTRERO AVENUE NW and LIBERTY STREET 0A0284 060144 $4,000.00 POTRERO AVENUE SW and LIBERTY STREET 0A0284 060144 $4,000.00 POTRERO AVENUE SE and SOUTH 56TH STREET 0A0289 000282 $2,500.00 POTRERO AVENUE SW and SOUTH 56TH STREET 0A0289 000282 $4,000.00 POTRERO AVENUE I-NE and INTERSTATE 80 0C0238 EB0I80 $4,000.00 POTRERO AVENUE I-NW and INTERSTATE 80 0C0238 WB0I80 $4,000.00 POTRERO AVENUE I-SW and INTERSTATE 80 0C0238 WB0I80 $4,000.00 POTRERO AVENUE NW and INTERSTATE 80 0C0238 WB0I80 $4,000.00 POTRERO AVENUE SW and INTERSTATE 80 0C0238 WB0I80 $2,500.00 POTRERO AVENUE SW and DOUGLAS DRIVE XAO279 040119 $2,500.00 POTRERO AVENUE NE and ROGER COURT XAO279 060205 $4,000.00 POTRERO AVENUE NW and ROGER COURT YA0279 060205 $2,500.00 RICHMOND STREET NW and CENTRAL AVENUE 0A0304 0B0001 $2,500.00 RICHMOND STREET SW and CENTRAL AVENUE 0A0304 0B0001 $4,000.00 RICHMOND STREET NE and CENTRAL AVENUE 0A0304 0C0040 $1,500.00 RICHMOND STREET SE and CENTRAL AVENUE 0A0304 0C0040 $4,000.00 RICHMOND STREET SE and EUREKA AVENUE 0A0304 0C0095 $3,000.00 RICHMOND STREET SW and EUREKA AVENUE 0A0304 X20049 $1,500.00 RICHMOND STREET NE and FAIRMOUNT AVENUE 0A0304 0A0172 $2,500.00 RICHMOND STREET NNW and FAIRMOUNT AVENUE 0A0304 XA0180 $4,000.00 RICHMOND STREET SE and FAIRMOUNT AVENUE 0A0304 XA0180 $2,500.00 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 16 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO RICHMOND STREET SW and FAIRMOUNT AVENUE 0A0304 XA0180 $4,000.00 RICHMOND STREET WNW and FAIRMOUNT AVENUE 0A0304 XA0180 $4,000.00 RICHMOND STREET NE and LINCOLN AVENUE 0A0304 0C0157 $2,500.00 RICHMOND STREET SE and LINCOLN AVENUE 0A0304 0C0157 $2,500.00 RICHMOND STREET NW and LINCOLN AVENUE 0A0304 0C0162 $2,500.00 RICHMOND STREET SW and LINCOLN AVENUE 0A0304 0C0162 $2,500.00 RICHMOND STREET NW and WILLOW STREET 0A0304 X20239 $4,000.00 RICHMOND STREET SW and WILLOW STREET 0A0304 X20239 $4,000.00 RICHMOND STREET NE and GLENWOOD WAY 0A0311 050099 $2,500.00 RICHMOND STREET NW and GLENWOOD WAY 0A0311 050099 $4,000.00 RICHMOND STREET SW and GLENWOOD WAY 0A0311 050099 $2,500.00 RICHMOND STREET NE and MOESER LANE 0A0311 0A0246 $2,500.00 RICHMOND STREET NW and MOESER LANE 0A0311 0A0254 $4,000.00 RICHMOND STREET NE and PORTOLA AVENUE 0A0311 0B0081 $4,000.00 RICHMOND STREET SE and PORTOLA AVENUE 0A0311 0B0081 $4,000.00 RICHMOND STREET NW and PORTOLA AVENUE 0A0311 0B0084 $4,000.00 RICHMOND STREET SW and PORTOLA AVENUE 0A0311 0B0084 $4,000.00 RICHMOND STREET SE and SCHMIDT LANE 0A0311 0B0127 $2,500.00 RICHMOND STREET SW and SCHMIDT LANE 0A0311 0B0129 $2,500.00 RICHMOND STREET SE and DONAL AVENUE 0A0313 050012 $2,500.00 RICHMOND STREET SW and DONAL AVENUE 0A0313 050012 $2,500.00 RICHMOND STREET NE and MANILA AVENUE 0A0313 0C0206 $4,000.00 RICHMOND STREET SE and MANILA AVENUE 0A0313 0C0206 $2,500.00 RICHMOND STREET NW and MANILA AVENUE 0A0313 0C0213 $4,000.00 RICHMOND STREET SW and MANILA AVENUE 0A0313 0C0213 $4,000.00 RICHMOND STREET NE and SCHMIDT LANE 0A0313 0B0127 $2,500.00 RICHMOND STREET NW and SCHMIDT LANE 0A0313 0B0129 $4,000.00 RICHMOND STREET NE and BLAKE STREET 0A0314 0C0351 $2,500.00 RICHMOND STREET SE and BLAKE STREET 0A0314 0C0351 $2,500.00 RICHMOND STREET NE and DONAL AVENUE 0A0314 050012 $2,500.00 RICHMOND STREET NW and DONAL AVENUE 0A0314 050012 $4,000.00 RICHMOND STREET NE and GLADYS AVENUE 0A0314 050082 $4,000.00 RICHMOND STREET SE and GLADYS AVENUE 0A0314 050082 $4,000.00 RICHMOND STREET NW and GLADYS AVENUE 0A0314 050086 $4,000.00 RICHMOND STREET SW and GLADYS AVENUE 0A0314 050086 $4,000.00 RICHMOND STREET NE and POTRERO AVENUE 0A0314 0A0281 $4,000.00 RICHMOND STREET SE and POTRERO AVENUE 0A0314 0A0281 $4,000.00 RICHMOND STREET NW and POTRERO AVENUE 0A0314 0A0284 $2,500.00 RICHMOND STREET SW and POTRERO AVENUE 0A0314 0A0284 $4,000.00 RICHMOND STREET NE and EUREKA AVENUE XA0308 0C0095 $3,000.00 RICHMOND STREET NW and EUREKA AVENUE XA0308 X20049 $3,000.00 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 17 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO RICHMOND STREET SE and STOCKTON AVENUE XA0308 0A0329 $4,000.00 RICHMOND STREET SW and STOCKTON AVENUE XA0308 0A0329 $4,000.00 RICHMOND STREET SE and MOESER LANE YA0308 0A0246 $4,000.00 RICHMOND STREET SW and MOESER LANE YA0308 0A0254 $2,500.00 RICHMOND STREET NE and STOCKTON AVENUE YA0308 0A0329 $4,000.00 RICHMOND STREET NW and STOCKTON AVENUE YA0308 0A0329 $4,000.00 RICHMOND STREET NE and WALDO AVENUE YA0308 020208 $2,500.00 RICHMOND STREET SE and WALDO AVENUE YA0308 020208 $4,000.00 RICHMOND STREET NW and WALDO AVENUE YA0308 020212 $4,000.00 RICHMOND STREET SW and WALDO AVENUE YA0308 020212 $4,000.00 SAN PABLO AVENUE ESE and CONLON AVENUE NB0001 070256 $2,500.00 SAN PABLO AVENUE NE and CONLON AVENUE NB0001 070256 $2,500.00 SAN PABLO AVENUE SSE and CONLON AVENUE NB0001 070256 $4,000.00 SAN PABLO AVENUE ENE and CUTTING BOULEVARD NB0001 0A0133 $2,500.00 SAN PABLO AVENUE NNE and CUTTING BOULEVARD NB0001 0A0133 $4,000.00 SAN PABLO AVENUE SE and CUTTING BOULEVARD NB0001 0A0133 $4,000.00 SAN PABLO AVENUE ESE and KNOTT AVENUE NB0001 000020 $2,500.00 SAN PABLO AVENUE NE and KNOTT AVENUE NB0001 000020 $2,500.00 SAN PABLO AVENUE SSE and KNOTT AVENUE NB0001 000020 $2,500.00 SAN PABLO AVENUE NE and OHIO STREET NB0001 070245 $4,000.00 SAN PABLO AVENUE SE and OHIO STREET NB0001 070245 $4,000.00 SAN PABLO AVENUE ESE and WALL AVENUE NB0001 070279 $4,000.00 SAN PABLO AVENUE NE and WALL AVENUE NB0001 070279 $2,500.00 SAN PABLO AVENUE SSE and WALL AVENUE NB0001 070279 $4,000.00 SAN PABLO AVENUE NW and CONLON AVENUE SB0001 070256 $2,500.00 SAN PABLO AVENUE SW and CONLON AVENUE SB0001 070256 $2,500.00 SAN PABLO AVENUE NW and CUTTING BOULEVARD SB0001 0A0137 $2,500.00 SAN PABLO AVENUE SW and CUTTING BOULEVARD SB0001 0A0137 $4,000.00 SAN PABLO AVENUE NW and KNOTT AVENUE SB0001 000154 $2,500.00 SAN PABLO AVENUE SW and KNOTT AVENUE SB0001 000154 $2,500.00 SAN PABLO AVENUE NW and WALL AVENUE SB0001 000305 $4,000.00 SAN PABLO AVENUE SSW and WALL AVENUE SB0001 000305 $4,000.00 SAN PABLO AVENUE WSW and WALL AVENUE SB0001 000305 $4,000.00 STOCKTON AVENUE SE and ELM STREET 0A0329 020029 $4,000.00 STOCKTON AVENUE SW and ELM STREET 0A0329 020029 $1,500.00 STOCKTON AVENUE NE and ELM STREET 0A0329 020032 $2,500.00 STOCKTON AVENUE NW and ELM STREET 0A0329 020032 $4,000.00 STOCKTON AVENUE ENE and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE ESE and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE NNE and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE NNW and EVERETT STREET 0A0329 020069 $1,500.00 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 18 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO STOCKTON AVENUE SSE and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE SSW and EVERETT STREET 0A0329 020069 $1,500.00 STOCKTON AVENUE WNW and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE WSW and EVERETT STREET 0A0329 020069 $4,000.00 STOCKTON AVENUE NE and LIBERTY STREET 0A0329 020129 $4,000.00 STOCKTON AVENUE NW and LIBERTY STREET 0A0329 020129 $4,000.00 STOCKTON AVENUE SE and LIBERTY STREET 0A0329 020129 $4,000.00 STOCKTON AVENUE NE and NORVELL STREET 0A0329 020146 $2,500.00 STOCKTON AVENUE NW and NORVELL STREET 0A0329 020146 $2,500.00 STOCKTON AVENUE SE and NORVELL STREET 0A0329 020146 $4,000.00 STOCKTON AVENUE SSW and NORVELL STREET 0A0329 020146 $4,000.00 STOCKTON AVENUE WSW and NORVELL STREET 0A0329 020146 $4,000.00 STOCKTON AVENUE NE and SEAVIEW DRIVE(R) 0B0156 030220 $5,000.00 STOCKTON AVENUE NW and SEAVIEW DRIVE(R) 0B0156 030220 $5,000.00 STOCKTON AVENUE SE and SEAVIEW DRIVE(R) 0B0156 030220 $5,000.00 STOCKTON AVENUE SW and SEAVIEW DRIVE(R) 0B0156 030220 $5,000.00 STOCKTON AVENUE NE and SHELVIN DRIVE 0B0156 030233 $2,500.00 STOCKTON AVENUE NW and SHELVIN DRIVE 0B0156 030233 $2,500.00 STOCKTON AVENUE SE and SHEVLIN DRIVE 0B0156 0B0144 $2,500.00 STOCKTON AVENUE SW and SHEVLIN DRIVE 0B0156 0B0144 $2,500.00 STOCKTON AVENUE NE and GALVIN DRIVE 0B0160 Y30115 $5,000.00 STOCKTON AVENUE NW and GALVIN DRIVE 0B0160 Y30115 $5,000.00 STOCKTON AVENUE SE and GALVIN DRIVE 0B0160 Y30115 $5,000.00 STOCKTON AVENUE SW and GALVIN DRIVE 0B0160 Y30115 $5,000.00 STOCKTON AVENUE SE and POMONA AVENUE 0B0160 020170 $2,500.00 STOCKTON AVENUE SW and POMONA AVENUE 0B0160 020170 $2,500.00 STOCKTON AVENUE NE and POMONA AVENUE 0B0160 020173 $2,500.00 STOCKTON AVENUE NW and POMONA AVENUE 0B0160 020173 $2,500.00 STOCKTON AVENUE NE and TERRACE DRIVE 0B0160 0B0182 $2,500.00 STOCKTON AVENUE NW and TERRACE DRIVE 0B0160 0B0182 $2,500.00 STOCKTON AVENUE SE and TERRACE DRIVE 0B0160 0B0182 $2,500.00 STOCKTON AVENUE SW and TERRACE DRIVE 0B0160 0B0182 $2,500.00 STOCKTON AVENUE NE and AVIS DRIVE 0C0313 0C0015 $2,500.00 STOCKTON AVENUE NW and AVIS DRIVE 0C0313 0C0015 $2,500.00 STOCKTON AVENUE NE and TERRACE DRIVE 0C0313 0B0182 $2,500.00 STOCKTON AVENUE SE and TERRACE DRIVE 0C0313 0B0182 $2,500.00 TERRACE DRIVE SE and GELSTON PLACE 0B0172 030128 $4,000.00 TERRACE DRIVE SW and GELSTON PLACE 0B0172 030128 $2,500.00 TERRACE DRIVE NW and KING DRIVE 0B0172 030153 $4,000.00 TERRACE DRIVE SW and KING DRIVE 0B0172 030153 $2,500.00 TERRACE DRIVE NE and HANCOCK WAY 0B0175 030142 $2,500.00 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 19 May 2009 ---PAGE BREAK--- Cost Summary (by Year of Mitigation) ADA Transition Plan - Intersections CITY OF EL CERRITO TERRACE DRIVE SE and HANCOCK WAY 0B0175 030142 $2,500.00 TERRACE DRIVE NE and SHEVLIN DRIVE 0B0175 0B0144 $2,500.00 TERRACE DRIVE NW and SHEVLIN DRIVE 0B0175 0B0144 $2,500.00 TERRACE DRIVE SE and SHEVLIN DRIVE 0B0175 0B0144 $2,500.00 TERRACE DRIVE SW and SHEVLIN DRIVE 0B0175 0B0144 $2,500.00 TERRACE DRIVE NW and HANCOCK WAY 0B0177 030142 $2,500.00 TERRACE DRIVE SW and HANCOCK WAY 0B0177 030142 $2,500.00 TERRACE DRIVE NW and LEVISTON AVENUE 0B0177 030164 $2,500.00 TERRACE DRIVE SW and LEVISTON AVENUE 0B0177 030164 $2,500.00 TERRACE DRIVE NE and PARK WAY 0B0177 030187 $2,500.00 TERRACE DRIVE NW and PARK WAY 0B0177 030187 $2,500.00 TERRACE DRIVE SE and PARK WAY 0B0177 030187 $2,500.00 TERRACE DRIVE SW and PARK WAY 0B0177 030187 $2,500.00 TERRACE DRIVE NE and COLUSA AVENUE 0B0182 0C0059 $2,500.00 TERRACE DRIVE NW and COLUSA AVENUE 0B0182 0C0059 $2,500.00 TERRACE DRIVE SE and COLUSA AVENUE 0B0182 0C0059 $2,500.00 TERRACE DRIVE SW and COLUSA AVENUE 0B0182 0C0059 $2,500.00 TERRACE DRIVE NE and GALVIN DRIVE 0B0182 0B0028 $2,500.00 TERRACE DRIVE NW and GALVIN DRIVE 0B0182 0B0028 $2,500.00 TERRACE DRIVE SE and GALVIN DRIVE 0B0182 0B0028 $2,500.00 TERRACE DRIVE SW and GALVIN DRIVE 0B0182 0B0028 $2,500.00 Grand total for City of El Cerrito Intersections: $2,211,750.00 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 20 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. Ramp Type: Identifies the type of curb ramp (parallel, perpendicular, or no curb ramp) 2. Locator Number: Identifies the unique database record (one locator number per record). 3. Specific Item: Categorizes the specific accessibility feature found to be deficient. 4. Orientation: Corresponds to the specific corner/curb ramp in any given intersection, unique to each corner/curb ramp (in some cases, a corner may have more than one curb ramp or none) - NW, SW, SE, and NE are the most commonly used directions; - WNW, NNW, SSW, WSW, ESE, SSE, NNE, ENE identify individual curb ramps in situations involving multiple curbs ramps at one corner 5. As-Built Description: Description of as-built barrier based on applicable accessibility codes. 6. As-is Measurement: Existing condition/dimension of the incompliancy described in the As-Built Description. 7. Street 1: Name of arterial/primary street and the street ID number locating the barrier 8. Proposed Solution: Description of steps necessary to remove barrier and, if applicable, an interim solution or notes. 9. 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). Severity Determines the severity of the existing barrier. 1=inaccessible; 2=extreme barrier; 3=moderate barrier; 4=minor barrier. 10. Street 2: Name of the intersecting street and street ID locating the barrier. 11. Measurements: Existing condition/dimension determined for each ramp. - Left measurements on the left side while facing the ramp - Right measurements on the right side while facing the ramp - BOLD text indicate non-compliant dimensions. - Normal text indicate compliant dimensions 12. Intersection ID Number: Number comprised of the Street 1 ID number and the abbreviated Street 1 name. 1 2 3 4 5 6 7 8 9 10 11 12 ---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 - Intersections By Year of Mitigation May 17, 2009 City of El Cerrito SSA Project # 24070 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL 2006/07 FY NAVELLIER STREET NAVELLIER STREET NE and MOESER LANE Parallel 0B0063 0A0240 Completed School Traffic Signal Project no 12 yes Truncated Domes 39 39 3.1 4.6 1.7 6.9 1.7 0 .24 48 1.3 .25 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 3 Severity 5660 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 39 1127B.5.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2006/07 Fiscal Year NAVELLIER STREET SE and MOESER LANE Perpendicular 0B0063 0A0240 Completed School Traffic Signal Project 0 no 12 n/a Truncated Domes 45 3.5 9.5 .5 3.7 n/a n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 6471 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2006/07 Fiscal Year NAVELLIER STREET NW and MOESER LANE Parallel 0B0063 0A0246 Completed School Traffic Signal Project 12 yes Truncated Domes 13.4 10.1 11.8 10.1 5.8 11.8 8.2 61 61 60 2.1 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5657 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.8 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2006/07 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL 2006/07 FY NAVELLIER STREET NAVELLIER STREET SW and MOESER LANE Parallel 0B0063 0A0246 Completed School Traffic Signal Project 12 yes Truncated Domes 6.3 7.5 7.5 2 2 75 75 .6 .25 63 1.1 0 PWD PC29B PCODE CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5658 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at top landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.3 1127B.5.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2006/07 Fiscal Year NAVELLIER STREET Total Costs for Curb Ramps on $11,500.00 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 2 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL 2006/07 FY NAVELLIER STREET 2006/07 Total Costs for Curb Ramps in $11,500.00 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 3 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0001 ARLING 2008/09 FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NW and MOESER LANE(N. HALF) Parallel 0A0001 0A0234 Completed Measure A Street Improvement Project no 12 Truncated Domes 2.3 37.5 37.5 5.2 2.6 7.7 47 7.1 2.6 1.7 4.1 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 2 Severity 5272 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.7 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year ARLINGTON BOULEVARD SW and BARRETT AVENUE No Curb Ramp 0A0016 0A0053 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5247 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year ARLINGTON BOULEVARD NW and BARRETT AVENUE No Curb Ramp 0A0017 0A0053 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5246 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year ARLINGTON BOULEVARD Total Costs for Curb Ramps on $9,000.00 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 4 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0033 ASHBUR 2008/09 FY ASHBURY AVENUE ASHBURY AVENUE NE and LINCOLN AVENUE Perpendicular 0A0033 0C0157 Completed WCCUSD El Cerrito High Project 11 no Truncated Domes 47 22 8 1 7.3 8.2 0 .5 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5317 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 22 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year ASHBURY AVENUE SE and LINCOLN AVENUE Perpendicular 0A0033 0C0157 Completed WCCUSD El Cerrito High Project 11 no Truncated Domes 3 25 11.4 1 4.9 0 48 1.4 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5316 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 25 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year ASHBURY AVENUE Total Costs for Curb Ramps on $8,000.00 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 5 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE SE and CARQUINEZ AVENUE Parallel 0A0053 080061 Completed Measure A Street Improvement Project no 12 Truncated Domes 18.7 2.1 2.1 8.2 20.2 2.7 3.2 .2 48 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5336 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 18.7 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk • Notes: Plants located on curb ramp of accessible route. 2008/09 Fiscal Year BARRETT AVENUE ENE and CARQUINEZ AVENUE Parallel 0A0053 080064 Completed Measure A Street Improvement Project no 12 Truncated Domes 15.3 12.9 2.9 4 5 18.9 2.7 1.9 50 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5338 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.3 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year BARRETT AVENUE NNE and CARQUINEZ AVENUE Parallel 0A0053 080064 Completed Measure A Street Improvement Project no 12 Truncated Domes 9.1 15.3 2.5 2.4 2.7 40.5 19.5 2.3 1.9 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5337 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.3 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NE and LA HONDA AVENUE No Curb Ramp 0A0053 080202 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5348 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and LA HONDA AVENUE No Curb Ramp 0A0053 080202 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5347 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and MONTA VISTA AVENUE No Curb Ramp 0A0053 080260 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5353 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NE and TAMALPAIS AVENUE No Curb Ramp 0A0053 080340 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5360 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and TAMALPAIS AVENUE No Curb Ramp 0A0053 080340 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5357 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE SE and TAMALPAIS AVENUE No Curb Ramp 0A0053 Y80338 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5359 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE SW and TAMALPAIS AVENUE No Curb Ramp 0A0053 Y80338 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5358 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NE and TASSAJARA AVENUE No Curb Ramp 0A0053 080351 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5364 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and TASSAJARA AVENUE Parallel 0A0053 080351 Completed Measure A Street Improvement Project no 12 Truncated Domes 18.7 7.6 12.4 34.7 7.4 2.1 .5 1.9 51 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 1 Severity 5361 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE SE and TASSAJARA AVENUE No Curb Ramp 0A0053 080351 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5363 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE SW and TASSAJARA AVENUE Parallel 0A0053 080351 Completed Measure A Street Improvement Project no 12 Truncated Domes 18.9 18.7 3.7 8.2 13.8 1.4 2 1.1 49.5 .25 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5362 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 18.7 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year BARRETT AVENUE SW and CARQUINEZ AVENUE No Curb Ramp 0A0058 080061 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5335 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0058 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NW and CARQUINEZ AVENUE No Curb Ramp 0A0058 080064 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5334 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NE and SONOMA STREET No Curb Ramp 0A0058 080326 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5356 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NE and BROOKS AVENUE No Curb Ramp 0A0063 080039 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5333 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0063 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NW and BROOKS AVENUE No Curb Ramp 0A0063 080039 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5332 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE SE and HARRIS AVENUE No Curb Ramp 0A0063 080139 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5346 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE SW and HARRIS AVENUE No Curb Ramp 0A0063 080139 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5345 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0063 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NW and SONOMA STREET No Curb Ramp 0A0063 080326 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5355 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NE and TULLER AVENUE No Curb Ramp 0A0063 080378 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5370 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and TULLER AVENUE No Curb Ramp 0A0063 080378 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5369 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0063 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE NE and YUBA STREET No Curb Ramp 0A0063 080389 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5374 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE NW and YUBA STREET Perpendicular 0A0063 080389 Completed Measure A Street Improvement Project 0 no Truncated Domes 28 5.5 2 6 8.3 9.2 48 1.6 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 1 Severity 5371 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 28 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost 2008/09 Fiscal Year BARRETT AVENUE SE and YUBA STREET No Curb Ramp 0A0063 080389 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5373 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0063 BARRET 2008/09 FY BARRETT AVENUE BARRETT AVENUE SW and YUBA STREET No Curb Ramp 0A0063 080389 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5372 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year BARRETT AVENUE Total Costs for Curb Ramps on $79,000.00 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 15 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA 2008/09 FY CENTRAL AVENUE CENTRAL AVENUE NE and CLAYTON AVENUE No Curb Ramp 0C0040 020015 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5406 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year CENTRAL AVENUE SE and CLAYTON AVENUE Perpendicular 0C0040 020015 Completed Measure A Street Improvement Project no 12 Truncated Domes 10.1 13.3 6.3 6.7 48 1.6 86.5 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 3 Severity 5405 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year CENTRAL AVENUE SW and CLAYTON AVENUE Perpendicular 0C0040 020015 Completed Measure A Street Improvement Project no 12 Truncated Domes 12 16 3.9 12.7 6.3 48 80 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 2 Severity 5404 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA 2008/09 FY CENTRAL AVENUE CENTRAL AVENUE SE and EVERETT STREET Perpendicular 0C0040 020066 Completed Measure A Street Improvement Project no 12 Truncated Domes 9.2 6.9 7.2 9 49.5 2.5 52 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5409 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year CENTRAL AVENUE SW and EVERETT STREET Perpendicular 0C0040 020066 Completed Measure A Street Improvement Project no 12 Truncated Domes 3.8 2.9 4.2 48 2.8 84 0 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5408 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 3.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year CENTRAL AVENUE SE and NORVELL STREET Perpendicular 0C0040 020143 Completed Measure A Street Improvement Project no 12 Truncated Domes 10.5 7.1 10.2 7.8 49 3.7 58 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5421 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.1 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA 2008/09 FY CENTRAL AVENUE CENTRAL AVENUE SW and NORVELL STREET Perpendicular 0C0040 020143 Completed Measure A Street Improvement Project no 12 Truncated Domes 47 20.2 6.4 9.4 5.5 1.1 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5420 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 20.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year CENTRAL AVENUE Total Costs for Curb Ramps on $25,000.00 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 18 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0125 CUTTIN 2008/09 FY CUTTING BOULEVARD CUTTING BOULEVARD SW and FAIRVIEW DRIVE No Curb Ramp 0A0125 060045 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5451 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year CUTTING BOULEVARD Total Costs for Curb Ramps on $2,500.00 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 19 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO 2008/09 FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SE and RAMONA AVENUE Perpendicular 0A0172 010101 Completed Upper Fairmount Streetscape Project no 13 Truncated Domes 8.4 46 5.9 3.1 31 2.9 0.25 9.5 48 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 6485 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year FAIRMOUNT AVENUE Total Costs for Curb Ramps on $4,000.00 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 20 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA 2008/09 FY MANILA AVENUE MANILA AVENUE NW and NAVELLIER AVENUE No Curb Ramp 0C0206 0C0224 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5574 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE SW and NAVELLIER AVENUE No Curb Ramp 0C0206 0C0224 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5575 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE NE and SCOTT STREET No Curb Ramp 0C0206 0B0098 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5589 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA 2008/09 FY MANILA AVENUE MANILA AVENUE NW and SCOTT STREET No Curb Ramp 0C0206 0B0098 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5586 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE SE and SCOTT STREET No Curb Ramp 0C0206 0B0098 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5588 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE SW and SCOTT STREET No Curb Ramp 0C0206 0B0098 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5587 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0213 MANILA 2008/09 FY MANILA AVENUE MANILA AVENUE NE and KEARNEY STREET Perpendicular 0C0213 X50110 Completed City Hall Project no 0 no Truncated Domes 11.5 48 6.3 8 7.3 48 48 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5569 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 48 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE NW and KEARNEY STREET Perpendicular 0C0213 X50110 Completed City Hall Project no 0 no Truncated Domes 9.9 42 21.3 36 6.6 22.7 1.6 0 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5566 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE SE and KEARNEY STREET Perpendicular 0C0213 Y50110 Completed City Hall Project no 0 no Truncated Domes 10.8 41 21.3 7.4 24 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5568 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0213 MANILA 2008/09 FY MANILA AVENUE MANILA AVENUE SW and KEARNEY STREET Perpendicular 0C0213 Y50110 Completed City Hall Project no 13.5 Truncated Domes 46.5 14.3 8.1 .5 21.1 5.7 n/a n/a PWD PC66D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5567 • As-Built Description: • As-Is Measurement: (in) O/R A vertical level change exceeds 1/4" on a curb ramp, landing, blended transition, or gutter area within the pedestrian access route. Demolish elements (ramps, landings, routes, gutters) as required and provide new. inch 0.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year MANILA AVENUE Total Costs for Curb Ramps on $31,000.00 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 24 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0240 MOESER 2008/09 FY MOESER LANE MOESER LANE SE and GALVIN DRIVE No Curb Ramp 0A0240 X30115 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5609 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE SW and GALVIN DRIVE No Curb Ramp 0A0240 X30115 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5606 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE Total Costs for Curb Ramps on $5,000.00 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 25 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0234 MOESER 2008/09 FY MOESER LANE(N. HALF) MOESER LANE(N. HALF) NW and CONTRA COSTA DRIVE No Curb Ramp 0A0234 030079 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5594 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE(N. HALF) NW and SHELVIN DRIVE No Curb Ramp 0A0234 030233 Completed Measure A Street Improvement Project N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6470 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE(N. HALF) NE and TERRACE DRIVE No Curb Ramp 0A0234 0B0170 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5640 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6497 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0234 MOESER 2008/09 FY MOESER LANE(N. HALF) MOESER LANE(N. HALF) NW and TERRACE DRIVE No Curb Ramp 0A0234 0B0170 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5637 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. 2008/09 Fiscal Year n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6494 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE(N. HALF) Total Costs for Curb Ramps on $15,000.00 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 27 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0228 MOESER 2008/09 FY MOESER LANE(S. HALF) MOESER LANE(S. HALF) NE and TERRACE DRIVE No Curb Ramp 0A0228 0B0170 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6501 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE(S. HALF) NW and TERRACE DRIVE No Curb Ramp 0A0228 0B0170 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6498 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year MOESER LANE(S. HALF) Total Costs for Curb Ramps on $5,000.00 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 28 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET SE and PARK VISTA No Curb Ramp 0B0063 040271 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5666 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NW and PORTOLA AVENUE Perpendicular 0B0063 0B0081 Completed Measure A Street Improvement Project 0 no Truncated Domes 10.6 11.4 .5 12 2.1 61 8.3 n/a PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5667 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2008/09 Fiscal Year NAVELLIER STREET SW and PORTOLA AVENUE No Curb Ramp 0B0063 0B0081 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5668 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET NE and SEAVIEW PLACE No Curb Ramp 0B0063 040293 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5682 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SE and SEAVIEW PLACE No Curb Ramp 0B0063 040293 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5681 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NW and GLADYS AVENUE No Curb Ramp 0B0067 050082 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5649 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0067 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET SW and GLADYS AVENUE No Curb Ramp 0B0067 050082 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5650 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NE and GLADYS COURT No Curb Ramp 0B0067 040154 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5652 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SE and GLADYS COURT No Curb Ramp 0B0067 040154 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5651 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0067 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET NW and MOUND AVENUE No Curb Ramp 0B0067 050197 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5661 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SW and MOUND AVENUE No Curb Ramp 0B0067 050197 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5662 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NW and POTRERO AVENUE No Curb Ramp 0B0067 0A0281 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5669 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0067 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET SW and POTRERO AVENUE No Curb Ramp 0B0067 0A0281 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5670 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NE and POTRERO AVENUE No Curb Ramp 0B0067 YA0279 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5672 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SE and POTRERO AVENUE No Curb Ramp 0B0067 YA0279 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5671 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0224 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET NW and DONAL AVENUE No Curb Ramp 0C0224 050012 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5641 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SW and DONAL AVENUE No Curb Ramp 0C0224 050012 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5642 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET NE and SCHMIDT LANE Parallel 0C0224 040282 Completed Measure A Street Improvement Project no 12 Truncated Domes 12.3 12.3 10.2 31.25 31.25 4.7 5.4 10.2 1.4 48.25 0 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5676 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0224 NAVELL 2008/09 FY NAVELLIER STREET NAVELLIER STREET SE and SCOTT STREET No Curb Ramp 0C0224 0B0098 Completed Measure A Street Improvement Project N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6473 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET SW and SCOTT STREET No Curb Ramp 0C0224 0B0098 Completed Measure A Street Improvement Project N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6472 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year NAVELLIER STREET Total Costs for Curb Ramps on $51,500.00 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 35 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0276 POTRER 2008/09 FY POTRERO AVENUE POTRERO AVENUE SE and DOUGLAS DRIVE No Curb Ramp 0A0276 040119 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5710 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year POTRERO AVENUE Total Costs for Curb Ramps on $2,500.00 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 36 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0313 STOCKT 2008/09 FY STOCKTON AVENUE STOCKTON AVENUE NE and BALRA DRIVE No Curb Ramp 0C0313 030028 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5840 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year STOCKTON AVENUE NW and BALRA DRIVE No Curb Ramp 0C0313 030028 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5837 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year STOCKTON AVENUE SE and BALRA DRIVE No Curb Ramp 0C0313 030028 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5839 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0313 STOCKT 2008/09 FY STOCKTON AVENUE STOCKTON AVENUE SW and BALRA DRIVE No Curb Ramp 0C0313 030028 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5838 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year STOCKTON AVENUE Total Costs for Curb Ramps on $10,000.00 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 38 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0177 TERRAC 2008/09 FY TERRACE DRIVE TERRACE DRIVE NE and SEAVIEW DRIVE(R) No Curb Ramp 0B0177 030220 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5907 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year TERRACE DRIVE NW and SEAVIEW DRIVE(R) No Curb Ramp 0B0177 030220 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5906 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year TERRACE DRIVE NE and BALRA DRIVE No Curb Ramp 0B0182 030024 Completed Measure A Street Improvement Project N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6476 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC 2008/09 FY TERRACE DRIVE TERRACE DRIVE NW and BALRA DRIVE No Curb Ramp 0B0182 030024 Completed Measure A Street Improvement Project N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6477 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year TERRACE DRIVE SE and BALRA DRIVE No Curb Ramp 0B0182 030024 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5891 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year TERRACE DRIVE SW and BALRA DRIVE No Curb Ramp 0B0182 030024 Completed Measure A Street Improvement Project n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5890 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2008/09 Fiscal Year TERRACE DRIVE Total Costs for Curb Ramps on $15,000.00 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 40 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC 2008/09 FY TERRACE DRIVE 2008/09 Total Costs for Curb Ramps in $262,500.00 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 41 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0040 ASHBUR 2009/10 FY ASHBURY AVENUE ASHBURY AVENUE NW and MOESER LANE Perpendicular 0A0040 0A0246 Serving: Community Center 10.5 no Truncated Domes 9.1 25.5 7 .5 8.2 72 1.4 63 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 1 Severity 5318 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10 Fiscal Year ASHBURY AVENUE SE and MOESER LANE Perpendicular 0A0040 0A0246 Serving: Community Center 0 no Truncated Domes 12.8 16.6 0 6.6 23.8 55 n/a .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5320 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10 Fiscal Year ASHBURY AVENUE SW and MOESER LANE Perpendicular 0A0040 0A0246 Serving: Community Center 0 no Truncated Domes 20.3 4.7 12.8 .5 24.6 .2 150 n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5319 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 12.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10 Fiscal Year ASHBURY AVENUE Total Costs for Curb Ramps on $12,000.00 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 42 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER 2009/10 FY MOESER LANE MOESER LANE NE and EVERETT STREET Perpendicular 0A0246 050056 Serving: Community Center no 12 Truncated Domes 11.7 13.9 4.7 10.1 18 n/a n/a .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5605 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10 Fiscal Year MOESER LANE Total Costs for Curb Ramps on $4,000.00 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 43 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER 2009/10 FY MOESER LANE 2009/10 Total Costs for Curb Ramps in $16,000.00 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 44 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0028 ASHBUR 2009/10.2 FY ASHBURY AVENUE ASHBURY AVENUE SE and FAIRMOUNT AVENUE Perpendicular 0A0028 0A0172 TBD HSIP Grant Serving: Harding Child Care Center no 12 Truncated Domes 2.4 42 7.2 4.4 52 5.8 0 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 5310 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year ASHBURY AVENUE SSW and FAIRMOUNT AVENUE Perpendicular 0A0030 0A0172 TBD HSIP Grant Serving: Harding Child Care Center no no 12 Truncated Domes 10.3 47 4.5 15 9.5 51 3.1 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5308 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost 2009/10.2 Fiscal Year ASHBURY AVENUE WSW and FAIRMOUNT AVENUE Perpendicular 0A0030 0A0172 TBD HSIP Grant Serving: Harding Child Care Center no 12 Truncated Domes 10.7 45 11.8 5.2 18.7 49 2.8 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5309 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0033 ASHBUR 2009/10.2 FY ASHBURY AVENUE ASHBURY AVENUE NE and FAIRMOUNT AVENUE Perpendicular 0A0033 0A0172 TBD HSIP Grant Serving: Harding Child Care Center no no 12 Truncated Domes 38 0 7.5 6.5 2.1 n/a 0 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5311 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost 2009/10.2 Fiscal Year ASHBURY AVENUE NW and FAIRMOUNT AVENUE Perpendicular 0A0033 0A0172 TBD HSIP Grant Serving: Harding Child Care Center no no 12 Truncated Domes 12.6 41 3.3 28 12.5 8 .7 .25 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5307 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost 2009/10.2 Fiscal Year ASHBURY AVENUE Total Costs for Curb Ramps on $12,500.00 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 46 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO 2009/10.2 FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SE and ASHBURY AVENUE Perpendicular 0A0172 0A0030 TBD HSIP Grant Serving: Harding Child Care Center no 13 Truncated Domes 47 3.6 47 3.9 57 5.2 0 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5514 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 47 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year FAIRMOUNT AVENUE SSW and ASHBURY AVENUE Perpendicular 0A0172 0A0030 TBD HSIP Grant Serving: Harding Child Care Center no 12 Truncated Domes 10.4 44 15.8 3.7 10.1 48 1.5 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 3 Severity 5515 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year FAIRMOUNT AVENUE WSW and ASHBURY AVENUE Perpendicular 0A0172 0A0030 TBD HSIP Grant Serving: Harding Child Care Center no 12 Truncated Domes 9.9 42 50.4 2.8 5.5 9.7 57 .25 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 1 Severity 5516 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO 2009/10.2 FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NE and ASHBURY AVENUE Perpendicular 0A0172 0A0033 TBD HSIP Grant Serving: Harding Child Care Center no no 13 Truncated Domes 8.3 9.3 4.2 n/a n/a 0 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5517 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2009/10.2 Fiscal Year FAIRMOUNT AVENUE NW and ASHBURY AVENUE Perpendicular 0A0172 0A0033 TBD HSIP Grant Serving: Harding Child Care Center no 12 Truncated Domes 11.8 46 4.2 40 8.6 .5 8.8 9.9 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5513 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2009/10.2 Fiscal Year FAIRMOUNT AVENUE Total Costs for Curb Ramps on $15,500.00 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 48 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO 2009/10.2 FY FAIRMOUNT AVENUE 2009/10.2 Total Costs for Curb Ramps in $28,000.00 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 49 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2011/12 FY STOCKTON AVENUE STOCKTON AVENUE NE and LEXINGTON AVENUE Perpendicular 0A0329 020114 Serving: Library and Senior Center no 0 no Truncated Domes 9.3 39 29.8 5.7 39.3 73 3.9 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 1 Severity 5864 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2011/12 Fiscal Year STOCKTON AVENUE NW and LEXINGTON AVENUE Perpendicular 0A0329 020114 Serving: Library and Senior Center no 0 no Truncated Domes 16.1 31 9 19.4 48 .6 88 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5861 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 16.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2011/12 Fiscal Year STOCKTON AVENUE SE and LEXINGTON AVENUE Perpendicular 0A0329 020114 Serving: Library and Senior Center 0 no Truncated Domes 10.4 4.8 6.8 16.6 68 8.5 n/a 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5863 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2011/12 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2011/12 FY STOCKTON AVENUE STOCKTON AVENUE SW and LEXINGTON AVENUE Perpendicular 0A0329 020114 Serving: Library and Senior Center 0 no Truncated Domes 17.9 2.1 7.8 32.3 3.1 64 119 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5862 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.1 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2011/12 Fiscal Year STOCKTON AVENUE SW and LIBERTY STREET Perpendicular 0A0329 020129 Serving: Library and Senior Center no 12 Truncated Domes 10.8 15.7 15.8 9.6 49.5 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5866 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2011/12 Fiscal Year STOCKTON AVENUE Total Costs for Curb Ramps on $18,500.00 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 51 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2011/12 FY STOCKTON AVENUE 2011/12 Total Costs for Curb Ramps in $18,500.00 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 52 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2012/13 FY STOCKTON AVENUE STOCKTON AVENUE SE and KEARNEY STREET Perpendicular 0A0329 020XXX Serving: Library and Senior Center no 12 Truncated Domes 10.2 47 2.6 6.8 15.9 5.2 66 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 3 Severity 5859 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2012/13 Fiscal Year STOCKTON AVENUE SW and KEARNEY STREET Perpendicular 0A0329 020XXX Serving: Library and Senior Center no no 12.5 Truncated Domes 11.5 46.5 12.2 18.6 11.9 .5 130 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5858 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk • Notes: Vertical level change of 1 inch at curb ramp. 2012/13 Fiscal Year STOCKTON AVENUE NE and KEARNEY STREET Perpendicular 0A0329 Y20097 Serving: Library and Senior Center no 0 no Truncated Domes 12 43 24.8 21.3 30.1 1.6 48 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5860 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2012/13 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2012/13 FY STOCKTON AVENUE STOCKTON AVENUE NW and KEARNEY STREET Perpendicular 0A0329 Y20097 Serving: Library and Senior Center no 0 no Truncated Domes 38 24.7 11.7 21.1 4.1 1.8 48 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 3 Severity 5857 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 38 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost Within Crosswalk 2012/13 Fiscal Year STOCKTON AVENUE Total Costs for Curb Ramps on $16,000.00 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 54 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT 2012/13 FY STOCKTON AVENUE 2012/13 Total Costs for Curb Ramps in $16,000.00 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 55 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER 2014/15 FY MOESER LANE MOESER LANE SE and NORVELL STREET Perpendicular 0A0246 020146 Serving Community Center & Civic Theater 0 no Truncated Domes 10.2 11.7 5.7 22.3 53 n/a 3.3 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5623 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2014/15 Fiscal Year MOESER LANE SW and NORVELL STREET Perpendicular 0A0246 020146 Serving Community Center & Civic Theater no 13.5 Truncated Domes 5.6 5.4 10.2 4.4 72 7.7 n/a 0 PWD PC06A PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5622 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2014/15 Fiscal Year MOESER LANE NE and POMONA AVENUE Parallel 0A0246 020173 Serving: Civic Theater no 12 Truncated Domes 9.1 9.1 7 3.9 3.9 7.3 9.8 .5 7 58.75 58.75 48.5 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 2 Severity 5628 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2014/15 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER 2014/15 FY MOESER LANE MOESER LANE NW and POMONA AVENUE Parallel 0A0246 020173 Serving: Civic Theater no 12 Truncated Domes 4.2 43.5 43.5 4.5 4.5 7.3 9.8 .5 4.2 .3 .3 48.5 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 2 Severity 5625 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2014/15 Fiscal Year MOESER LANE SE and POMONA AVENUE Perpendicular 0A0246 020173 Serving: Civic Theater 0 no Truncated Domes 16.2 12.1 4.1 5.6 .5 31.9 75 n/a PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5627 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 16.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost 2014/15 Fiscal Year MOESER LANE SW and POMONA AVENUE Perpendicular 0A0246 020173 Serving: Civic Theater 0 no Truncated Domes 13.4 0 5.2 16.4 2.7 99 n/a .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5626 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2014/15 Fiscal Year MOESER LANE Total Costs for Curb Ramps on $22,500.00 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 57 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER 2014/15 FY MOESER LANE 2014/15 Total Costs for Curb Ramps in $22,500.00 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 58 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0030 ASHBUR 2016/17 FY ASHBURY AVENUE ASHBURY AVENUE NE and C STREET Perpendicular 0A0030 010037 Serving: Harding Child Care Center 9.5 11.8 0 N/A N/A 0 PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6821 • As-Built Description: • As-Is Measurement: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.1 4000 Access Route Unit Cost 2016/17 Fiscal Year ASHBURY AVENUE NW and C STREET Perpendicular 0A0030 010037 Serving: Harding Child Care Center no 13 Truncated Domes 9.5 11.8 0 10.3 3.3 50 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5297 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2016/17 Fiscal Year ASHBURY AVENUE SW and C STREET Perpendicular 0A0030 010037 Serving: Harding Child Care Center no 14 Truncated Domes 45 0 13.2 11.8 5.8 9.3 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5296 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk 2016/17 Fiscal Year ASHBURY AVENUE Total Costs for Curb Ramps on $12,000.00 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 59 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0030 ASHBUR 2016/17 FY ASHBURY AVENUE 2016/17 Total Costs for Curb Ramps in $12,000.00 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 60 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0004 ARLING 2017/18 FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SW and BREWSTER DRIVE No Curb Ramp 0A0004 040035 Serving: Madera Child Care Center n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5248 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2017/18 Fiscal Year ARLINGTON BOULEVARD NW and BREWSTER DRIVE No Curb Ramp 0A0007 040035 Serving: Madera Child Care Center n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5249 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2017/18 Fiscal Year ARLINGTON BOULEVARD SW and BREWSTER DRIVE No Curb Ramp 0A0007 040039 Serving: Madera Child Care Center N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6483 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2017/18 Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0008 ARLING 2017/18 FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NW and BREWSTER DRIVE No Curb Ramp 0A0008 040039 Serving: Madera Child Care Center N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6482 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost 2017/18 Fiscal Year ARLINGTON BOULEVARD SW and MADERA DRIVE Parallel 0A0010 040259 Serving: Madera Child Care Center no 12 Truncated Domes 40.5 40.5 47 6.1 3.4 2.3 2.8 .5 0 .3 1.6 .25 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 3 Severity 5269 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 40.5 1127B.5.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk 2017/18 Fiscal Year ARLINGTON BOULEVARD NW and MADERA DRIVE Parallel 0A0012 040259 Serving: Madera Child Care Center no 12 Truncated Domes 9.4 42 42 3.3 46.5 6.9 1.25 7.7 1.5 .7 .2 .2 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5268 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42 1127B.5.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk • Notes: Severe cross slope at top landing due to driveway slope to house. 2017/18 Fiscal Year ARLINGTON BOULEVARD Total Costs for Curb Ramps on $18,000.00 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 62 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0012 ARLING 2017/18 FY ARLINGTON BOULEVARD 2017/18 Total Costs for Curb Ramps in $18,000.00 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 63 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0001 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and ARBOR DRIVE No Curb Ramp 0A0001 090001 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5245 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NE and MOESER LANE(N. HALF) Parallel 0A0001 0A0234 no 12 Truncated Domes 9.5 47.5 47.5 4.8 4.2 5.1 .5 3.4 8 1.4 88 0 PWD PC25B PCODE R303.2.2.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5274 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.1 1127B.5.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SW and MOESER LANE(S. HALF) Perpendicular 0A0001 0A0228 no no 13 Truncated Domes 5.0 15.8 1.7 n/a 48.5 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5273 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 15.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD NW and ROBERTA DRIVE No Curb Ramp 0A0001 030209 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5279 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0001 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SW and ROBERTA DRIVE No Curb Ramp 0A0001 030209 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5280 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NW and TERRACE DRIVE Parallel 0A0001 0C0326 no no 12 Truncated Domes 22.9 12.2 44.1 11.7 17.3 47 9.4 .7 48 48 2 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5285 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 22.9 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SW and TERRACE DRIVE Parallel 0A0001 0C0326 no 12 Truncated Domes 9.3 2.1 2.1 5.7 16.1 2.9 1.7 48 48 1.6 49 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 3 Severity 5286 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.7 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SE and ARBOR DRIVE No Curb Ramp 0A0004 090001 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5244 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0004 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and DON CAROL DRIVE No Curb Ramp 0A0004 090047 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5257 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and DON CAROL DRIVE No Curb Ramp 0A0004 090047 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5256 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NW and HAVENS PLACE No Curb Ramp 0A0004 040165 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5260 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SW and HAVENS PLACE No Curb Ramp 0A0004 040165 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5261 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0004 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and VILLA NUEVA DRIVE No Curb Ramp 0A0004 090253 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5289 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and VILLA NUEVA DRIVE No Curb Ramp 0A0004 090253 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5290 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SW and BUCKINGHAM DRIVE Parallel 0A0007 0C0027 no no 12 Truncated Domes 15.1 5.1 41 41 7 6.7 5 1.1 .1 49 4.8 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5278 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.1 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD NE and THORS BAY ROAD Parallel 0A0007 X90228 no no 12 Truncated Domes 11.54 3.6 2.5 2.8 0 57 57 .2 1.9 50 3 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 3 Severity 5288 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.54 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0007 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SE and THORS BAY ROAD Parallel 0A0007 X90228 no 13 Truncated Domes 10.7 46 46 2.1 2.1 11.5 5.6 .3 1.6 .5 49.5 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5287 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1127B.5.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk • Notes: Vertical level change at top landing. TBD Fiscal Year ARLINGTON BOULEVARD NW and BUCKINGHAM DRIVE No Curb Ramp 0A0008 0C0027 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5277 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NE and CLUB VIEW DRIVE No Curb Ramp 0A0008 CLUBVI n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6492 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and CLUB VIEW DRIVE No Curb Ramp 0A0008 CLUBVI n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6493 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0008 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and DYLANS WAY Parallel 0A0008 000000 no 12 Truncated Domes 10.4 3.1 9.6 45.5 5.4 .5 1.6 1.6 1.8 48 48 1.7 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5259 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SE and DYLANS WAY Parallel 0A0008 000000 no 12 Truncated Domes 9.3 5.8 3.7 11.5 45 6.3 2.2 5.5 4.2 49 49 2 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 1 Severity 5258 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.5 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD NE and LAMBRECHT COURT No Curb Ramp 0A0008 090130 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5267 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and LAMBRECHT COURT No Curb Ramp 0A0008 090130 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5266 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0012 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SW and POTRERO AVENUE Parallel 0A0012 0A0276 no 12 Truncated Domes 41.9 41 41 6.7 5.9 2.5 7.3 3.1 .4 1.1 48 .25 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5276 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 41.9 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SE and CUTTING BOULEVARD No Curb Ramp 0A0013 0A0125 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5252 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SW and CUTTING BOULEVARD No Curb Ramp 0A0013 0A0125 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5251 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NW and POTRERO AVENUE Parallel 0A0013 0A0276 no 12 Truncated Domes 26.2 5.8 41.5 41.5 6.8 3.6 5.5 46 13.1 2.4 1.5 .25 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5275 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 26.2 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0013 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and SCENIC AVENUE No Curb Ramp 0A0013 0B0111 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5282 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and SCENIC AVENUE No Curb Ramp 0A0013 0B0111 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5281 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NE and CUTTING BOULEVARD Parallel 0A0014 0A0125 no 12 Truncated Domes 9.1 15.3 37 37 4.2 4.6 10.4 42.5 8.6 1.9 1.1 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 1 Severity 5253 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD NW and CUTTING BOULEVARD Parallel 0A0014 0A0125 no 12 Truncated Domes 20.4 7.3 47 47 5.1 8.9 46.5 6.6 5.2 2.9 1.9 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5250 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 20.4 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0014 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SW and LAGUNITAS AVENUE Perpendicular 0A0014 080188 0 no Truncated Domes 14 42 16.3 7.8 15.5 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5263 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 14.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD SE and LAGUNITAS AVENUE Perpendicular 0A0014 090119 0 no Truncated Domes 15 30.7 5.8 3.5 48 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5264 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ARLINGTON BOULEVARD NW and LAGUNITAS AVENUE Perpendicular 0A0016 080188 0 no Truncated Domes 15.5 27.5 9.2 7.4 56 n/a n/a .25 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5262 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0016 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD NE and LAGUNITAS AVENUE Perpendicular 0A0016 090119 0 no Truncated Domes 16.5 13.4 6 .5 25.7 50 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5265 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 16.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk • Notes: 'ONE WAY' sign and fire hydrant located in accessible route. TBD Fiscal Year ARLINGTON BOULEVARD NE and DEL MONTE AVENUE No Curb Ramp 0A0017 080089 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5255 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD SE and DEL MONTE AVENUE No Curb Ramp 0A0017 080089 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5254 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD NW and TAMALPAIS AVENUE No Curb Ramp 0A0017 080340 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5283 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0017 ARLING TBD FY ARLINGTON BOULEVARD ARLINGTON BOULEVARD SW and TAMALPAIS AVENUE No Curb Ramp 0A0017 080340 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5284 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ARLINGTON BOULEVARD Total Costs for Curb Ramps on $120,000.00 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 74 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0028 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE SE and A STREET Perpendicular 0A0028 010001 no 12 Truncated Domes 9.5 45 14.4 3.8 34 8.6 3.3 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5293 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 34 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NW and A STREET Perpendicular 0A0030 010001 no 12 Truncated Domes 11.4 44 12.6 5 34.5 12.6 1.4 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5291 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 34.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SW and A STREET Perpendicular 0A0030 010001 no 12 Truncated Domes 9.1 44 11.8 2.3 43 12 10.5 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5292 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 44 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NW and B STREET Perpendicular 0A0030 010012 no 12 Truncated Domes 3.8 10 7.2 8 48 6.3 48 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5294 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 3.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0030 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE SW and B STREET Perpendicular 0A0030 010012 no no 12 Truncated Domes 9.5 42 5.4 45 9.3 10.7 10 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5295 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year ASHBURY AVENUE NE and CENTRAL AVENUE Perpendicular 0A0033 0C0040 no no 12 Truncated Domes 10.3 13 5.1 11.4 16.9 48 60.5 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5301 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year ASHBURY AVENUE NW and CENTRAL AVENUE Perpendicular 0A0033 0C0040 no 12 Truncated Domes 9.6 47 12.1 3.3 25 5.9 6.6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5298 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 25 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SE and CENTRAL AVENUE Perpendicular 0A0033 0C0040 no 12 Truncated Domes 11.2 15.8 2.8 8.7 7 48 53 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5300 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0033 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE SW and CENTRAL AVENUE Perpendicular 0A0033 0C0040 no 12 Truncated Domes 12.8 13 40 10.5 17.6 48 1.2 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5299 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NE and EUREKA AVENUE Perpendicular 0A0033 020042 no no 12 Truncated Domes 8.7 16 2.6 39 6.1 5.9 48.5 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5306 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 39 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year ASHBURY AVENUE SE and EUREKA AVENUE Perpendicular 0A0033 020042 no no 12 Truncated Domes 2.4 12.1 7.9 49 9.6 53 3.3 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5305 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year ASHBURY AVENUE SW and EUREKA AVENUE Perpendicular 0A0033 020042 no 12 Truncated Domes 46 8.2 13.2 7.3 48 10 1.0 .125 PWD PC05C PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5304 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, blended transition, including detectable warning surfaces, and top and bottom landings as required. inches 46 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0033 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE NW and LINCOLN AVENUE Perpendicular 0A0033 0C0157 no 12 Truncated Domes 4.5 14 6.1 5.1 4.4 52 4.8 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5314 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 14 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SW and LINCOLN AVENUE Perpendicular 0A0033 0C0157 no 12 Truncated Domes 5.6 17 6.5 5.1 2.6 52 4.8 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5315 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 17 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NE and ROCKWAY AVENUE Perpendicular 0A0033 0C0257 no no 12 Truncated Domes 4.5 26.5 4.5 7.7 48 8.9 4.2 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5321 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 26.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year ASHBURY AVENUE SE and ROCKWAY AVENUE Perpendicular 0A0033 0C0257 no no 12 Truncated Domes 5.2 40 15.7 5.2 50 3.5 3.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5322 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 40 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0037 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE NW and CLAYTON AVENUE Perpendicular 0A0037 020015 0 no Truncated Domes 9.5 39 36.2 3.1 21.4 n/a 4.2 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5302 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SW and CLAYTON AVENUE Perpendicular 0A0037 020015 no 12 Truncated Domes 14.6 10 5.6 8.6 48 .3 120 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5303 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NW and EUREKA AVENUE Perpendicular 0A0037 020044 no 12 Truncated Domes 0 5.2 4.4 48 8.0 n/a 2.1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 6466 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0037 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE NE and HOTCHKISS AVENUE Perpendicular 0A0037 020082 no 12 Truncated Domes 9.3 44.5 12.8 7.2 9.5 9.5 4.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5313 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 9.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk • Notes: Storm water drain located at bottom of curb ramp has 1" x 3.5" grating with longer dimension in direction of travel. TBD Fiscal Year ASHBURY AVENUE SE and HOTCHKISS AVENUE Perpendicular 0A0037 020082 no 12 Truncated Domes 9.5 6.1 7 10.5 16.2 49 10 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5312 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SW and STOCKTON AVENUE Perpendicular 0A0037 0A0329 no no 12 Truncated Domes 8.2 13.7 7.7 48 9.8 .2 77 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5325 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0037 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE SE and STOCKTON AVENUE Perpendicular 0A0037 0B0160 no 12 Truncated Domes 0 1.6 9.6 48 6.3 n/a 3.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5326 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NW and STOCKTON AVENUE Perpendicular 0A0040 0A0329 no 12 Truncated Domes 0 5.4 .7 6.3 48 7.5 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5323 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE WN and STOCKTON AVENUE Parallel 0A0040 0A0329 no 12 Truncated Domes 10.7 3.3 4.7 46 9.8 3 6.1 91 91 0 0 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 3 Severity 5324 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.7 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NE and STOCKTON AVENUE Perpendicular 0A0040 0B0160 no 12 Truncated Domes 0 7.2 .7 3 48 8.4 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5327 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0040 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE NE and WALDO AVENUE Perpendicular 0A0040 020208 no 12 Truncated Domes 12.6 15.5 0 5.9 8.4 72 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5331 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE NW and WALDO AVENUE Perpendicular 0A0040 020208 no 12 Truncated Domes 8.9 12.3 0 8.9 7.5 48 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5328 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SE and WALDO AVENUE Perpendicular 0A0040 020208 no 12 Truncated Domes 13.9 0 16 48 8.4 n/a 1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5330 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ASHBURY AVENUE SW and WALDO AVENUE Perpendicular 0A0040 020208 no 12 Truncated Domes 13.2 5.9 12 12.1 20.9 48 8.6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5329 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0040 ASHBUR TBD FY ASHBURY AVENUE ASHBURY AVENUE Total Costs for Curb Ramps on $103,000.00 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 83 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0053 BARRET TBD FY BARRETT AVENUE BARRETT AVENUE NE and MONTA VISTA AVENUE No Curb Ramp 0A0053 080260 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5354 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE NE and EDWARDS AVENUE No Curb Ramp 0A0058 080100 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5342 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE NW and EDWARDS AVENUE No Curb Ramp 0A0058 080100 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5339 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE SE and EDWARDS AVENUE No Curb Ramp 0A0058 080100 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5341 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0058 BARRET TBD FY BARRETT AVENUE BARRETT AVENUE SW and EDWARDS AVENUE Perpendicular 0A0058 080100 0 no Truncated Domes 17.4 40.5 27.9 14.9 13.6 .6 48.5 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5340 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 17.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year BARRETT AVENUE NE and ELLERHORST AVENUE No Curb Ramp 0A0058 080117 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5344 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE SE and ELLERHORST AVENUE No Curb Ramp 0A0058 080117 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5343 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE SE and MIRA VISTA DRIVE No Curb Ramp 0A0058 080236 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5351 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0058 BARRET TBD FY BARRETT AVENUE BARRETT AVENUE SW and MIRA VISTA DRIVE No Curb Ramp 0A0058 080236 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5350 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE NE and MIRA VISTA DRIVE No Curb Ramp 0A0058 080242 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5352 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE NW and MIRA VISTA DRIVE No Curb Ramp 0A0058 080242 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5349 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE NE and TULARE AVENUE No Curb Ramp 0A0058 080366 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5368 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0058 BARRET TBD FY BARRETT AVENUE BARRETT AVENUE NW and TULARE AVENUE No Curb Ramp 0A0058 080366 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5365 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE SE and TULARE AVENUE No Curb Ramp 0A0058 X80364 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5367 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE SW and TULARE AVENUE No Curb Ramp 0A0058 X80364 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5366 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year BARRETT AVENUE Total Costs for Curb Ramps on $39,000.00 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 87 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0077 CARLSO TBD FY CARLSON BOULEVARD CARLSON BOULEVARD SE and CENTRAL AVENUE Perpendicular 0A0077 0A0095 no 13 Truncated Domes 5 0 74 0 n/a n/a 4.7 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5381 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD SW and CENTRAL AVENUE Perpendicular 0A0077 0A0095 no 45 Truncated Domes 12 5.5 12.2 56 4.5 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5380 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD NE and FAIRMOUNT AVENUE Perpendicular 0A0077 XA0180 no 12 Truncated Domes 10.8 6.6 36.5 12.7 7.4 48 1.1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5388 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 36.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD SE and FAIRMOUNT AVENUE Perpendicular 0A0077 XA0180 no 12 Truncated Domes 46.5 4.7 28.5 5.9 13 8.2 6.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5387 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 28.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0077 CARLSO TBD FY CARLSON BOULEVARD CARLSON BOULEVARD NE and LASSEN STREET Perpendicular 0A0077 000165 no 13 Truncated Domes 13.5 2.4 35 8.1 9.9 48 3.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5390 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 35 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD NW and LASSEN STREET Perpendicular 0A0077 000165 no 13 Truncated Domes 46 6.7 7.7 8.9 9.9 n/a n/a .25 PWD PC52A PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5389 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1133B.5.2.1 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD NE and SAN DIEGO STREET No Curb Ramp 0A0077 000201 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5394 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD NW and SAN DIEGO STREET Perpendicular 0A0077 000201 no 12 Truncated Domes 5.8 11.1 6.4 48.5 7.2 n/a n/a .25 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5391 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0077 CARLSO TBD FY CARLSON BOULEVARD CARLSON BOULEVARD SE and SAN DIEGO STREET No Curb Ramp 0A0077 000201 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5393 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD SW and SAN DIEGO STREET Perpendicular 0A0077 000201 no 12 Truncated Domes 2.3 32.5 7.9 7.1 9 52 7.8 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5392 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 32.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD NE and AVILA STREET No Curb Ramp 0A0079 000023 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5378 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD NW and AVILA STREET No Curb Ramp 0A0079 000023 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5375 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0079 CARLSO TBD FY CARLSON BOULEVARD CARLSON BOULEVARD SE and AVILA STREET No Curb Ramp 0A0079 000023 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5377 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD SW and AVILA STREET No Curb Ramp 0A0079 000023 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5376 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD NE and CENTRAL AVENUE Perpendicular 0A0079 0A0095 no 13 Truncated Domes 8.8 10.2 12.5 48 8 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5382 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD NW and CENTRAL AVENUE Perpendicular 0A0079 0A0095 no 12.75 Truncated Domes 9.6 10.7 7.8 49 n/a n/a 4 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5379 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0079 CARLSO TBD FY CARLSON BOULEVARD CARLSON BOULEVARD NW and EL DORADO STREET Perpendicular 0A0079 X00073 0 no Truncated Domes 11.6 43 10.2 7.5 .5 12.4 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5383 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CARLSON BOULEVARD SW and EL DORADO STREET No Curb Ramp 0A0079 X00073 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5384 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD NE and EL DORADO STREET No Curb Ramp 0A0079 Y00073 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5386 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD SE and EL DORADO STREET No Curb Ramp 0A0079 Y00073 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5385 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CARLSON BOULEVARD Total Costs for Curb Ramps on $60,500.00 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 92 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0095 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE ESE and BELMONT AVENUE Perpendicular 0A0095 000036 11 no Truncated Domes 10.1 13 .5 2.8 5.3 48 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5400 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 13.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and BELMONT AVENUE Perpendicular 0A0095 000036 no 14 Truncated Domes 10.3 8.6 1 12.4 n/a n/a n/a PWD PC66E PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5402 • As-Built Description: • As-Is Measurement: (in) O/R An abrupt vertical level change exceeds 1/2" (or 1/4" without bevel) due to street overlay at transition between gutter and street surface. Grind street surface as necessary to provide 1:20 maximum slope in the pedestrian access route. inch 1.0 1127B.5.5 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SSE and BELMONT AVENUE Perpendicular 0A0095 000036 no no 12 Truncated Domes 11 11.4 13.6 .5 8.9 50 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5401 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and BELMONT AVENUE Perpendicular 0A0095 000036 no no 12 Truncated Domes 15.2 11.9 6.2 48 n/a n/a 1.9 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5399 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0095 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NE and SAN MATEO AVENUE Perpendicular 0A0095 000216 no no 13 Truncated Domes 15.6 14.8 .5 19.9 50 4.7 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5429 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and SAN MATEO AVENUE Perpendicular 0A0095 000216 no no 12 Truncated Domes .5 5 7.5 50 8.8 n/a n/a PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5428 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and SAN MATEO AVENUE Perpendicular 0A0095 000216 no no 12 Truncated Domes 13.1 14 4.9 45 10.7 7.2 48 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5427 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and SANTA CLARA AVENUE Perpendicular 0A0095 000230 no no 12 Truncated Domes 46 7.8 .5 5.8 8.2 7.6 n/a n/a PWD PC52A PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 1 Severity 5431 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1133B.5.2.1 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0095 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE SW and SANTA CLARA AVENUE Perpendicular 0A0095 000230 no no 12 Truncated Domes 5.1 .5 5.7 6.1 48 2.3 n/a n/a PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5430 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and YOLO AVENUE Perpendicular 0A0095 000316 no no 12 Truncated Domes 12.4 .5 4.1 9.6 48 5.6 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5433 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 12.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NW and YOLO AVENUE Perpendicular 0A0095 000316 no no 12 Truncated Domes 12.1 10.9 4.5 445 8.5 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5432 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 12.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and YOSEMITE AVENUE Perpendicular 0A0095 000327 no no 12 Truncated Domes 42 3.1 9 9.3 n/a n/a 0 0 PWD PC52A PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 1 Severity 5437 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42 1133B.5.2.1 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0095 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NW and YOSEMITE AVENUE Perpendicular 0A0095 000327 no no 12 Truncated Domes 11.5 10.4 7.9 49 n/a n/a 3.1 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5434 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and YOSEMITE AVENUE Perpendicular 0A0095 000327 no no 12 Truncated Domes 10.4 15.6 .5 4 6.9 48 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5436 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 15.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and YOSEMITE AVENUE Perpendicular 0A0095 000327 no 12 Truncated Domes 13.2 15.1 .5 9.9 48 7.2 1.7 68 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5435 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and KEARNEY STREET Perpendicular 0B0001 020094 no 12 Truncated Domes 8.4 47 6.3 14.3 6.8 .3 n/a .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 6464 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0001 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NW and KEARNEY STREET Perpendicular 0B0001 020094 no 12 Truncated Domes 9.1 46 11.4 4.8 44 6.5 10.1 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 6461 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and KEARNEY STREET Perpendicular 0B0001 020094 no 12 Truncated Domes 4.2 8.3 8.2 48 6.1 n/a 4.8 .25 PWD PC06A PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 6463 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and KEARNEY STREET Perpendicular 0B0001 020094 no 12 Truncated Domes 46.5 4.5 7.3 9.5 9.5 55 1.6 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 6462 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and LEXINGTON AVENUE Perpendicular 0B0001 020110 no 12 Truncated Domes 18.5 3.4 10.7 7.9 7.5 49 n/a .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5414 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0001 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NW and LEXINGTON AVENUE Perpendicular 0B0001 020110 no 12 Truncated Domes 13.7 5 30.5 5.3 7.6 7 49.25 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5411 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 30.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and LEXINGTON AVENUE Perpendicular 0B0001 020110 no 12 Truncated Domes 15.4 2.3 10.9 .5 7.7 8.8 48 n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5413 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and LEXINGTON AVENUE Perpendicular 0B0001 020110 no 12 Truncated Domes 10.9 3 47.5 9 10.5 50 7.9 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5412 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and LIBERTY STREET Perpendicular 0B0001 020126 no 12 Truncated Domes 8.8 12.5 3 8.8 52.5 n/a 4.2 0 PWD PC03A PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5418 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0001 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NW and LIBERTY STREET Perpendicular 0B0001 020126 no 12 Truncated Domes 9.8 15.1 4.2 7.5 14.5 48 155.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5415 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and LIBERTY STREET Perpendicular 0B0001 0C0146 no 12 Truncated Domes 11.4 11.4 6.4 12 10.9 10.1 50.5 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5417 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and LIBERTY STREET Perpendicular 0B0001 0C0146 no 12 Truncated Domes 9.7 6.4 10.5 49 6.9 1.3 170 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5416 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE ENE and OAK STREET Perpendicular 0B0001 020158 no 12 Truncated Domes 10.4 13.6 31 1.2 55.5 1 2.3 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5426 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0001 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NNE and OAK STREET Perpendicular 0B0001 020158 no 12 Truncated Domes 9.4 16.4 32.5 4.8 49 2 1.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5425 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 32.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NW and OAK STREET Perpendicular 0B0001 020158 no 12 Truncated Domes 38 2.7 12 7.3 6.8 3 5.6 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5423 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and OAK STREET Perpendicular 0B0001 020158 no 13 Truncated Domes 10 36.5 10.9 82 3.5 1.1 4.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5424 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 36.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and ALBEMARLE STREET Perpendicular 0C0040 020001 no 12 Truncated Domes 13.9 11 5.4 9.7 .5 11.4 48 73 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5398 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NW and ALBEMARLE STREET Perpendicular 0C0040 020001 no 12 Truncated Domes 12.4 47.5 10.2 13 .5 6.4 .1 82.5 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5395 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SE and ALBEMARLE STREET Perpendicular 0C0040 020001 no 12 Truncated Domes 11.3 13.6 10 5.3 1 8.5 48 111 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5397 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE SW and ALBEMARLE STREET Perpendicular 0C0040 020001 no 12 Truncated Domes 13.2 7.6 6.3 12 48 6.4 104.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5396 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NW and CLAYTON AVENUE Perpendicular 0C0040 020015 no 12 Truncated Domes 11.5 2.1 10 .5 13.6 48.5 3.7 84.5 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5403 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE NE and EVERETT STREET Perpendicular 0C0040 020066 no 12 Truncated Domes 10.1 47.5 13.6 2.3 12.6 .5 9.5 86 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 3 Severity 5410 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NW and EVERETT STREET Perpendicular 0C0040 020066 no 12 Truncated Domes 14.3 .5 6.4 9.4 48 3.7 .5 85 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5407 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 14.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NE and NORVELL STREET Perpendicular 0C0040 020143 no 12 Truncated Domes 13.3 10.4 4.3 7.7 .5 8.9 48 80 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5422 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CENTRAL AVENUE NW and NORVELL STREET Perpendicular 0C0040 020143 no 12 Truncated Domes 10.8 47.5 11.5 4.5 13 .5 13.2 68 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5419 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0040 CENTRA TBD FY CENTRAL AVENUE CENTRAL AVENUE Total Costs for Curb Ramps on $144,000.00 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 103 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0110 COLUSA TBD FY COLUSA AVENUE COLUSA AVENUE NW and CURRY AVENUE Parallel 0A0110 010073 12 yes Truncated Domes 2.3 2.3 1.6 1.6 73.5 73.5 n/a n/a 1.3 73.5 4.9 0 PWD • Proposed Solution: 5438 • As-Built Description: (in) O/R No access barriers at curb ramp found. Not applicable. Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) Grooved Border (in) (in) (in) yes Within Crosswalk TBD Fiscal Year COLUSA AVENUE SE and CURRY AVENUE Perpendicular 0A0110 010073 12 yes Truncated Domes 8.2 4.9 0 58 0 .4 52 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5440 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year COLUSA AVENUE SW and CURRY AVENUE Parallel 0A0110 010073 12 yes Truncated Domes 47 47 6.1 7.9 .4 .8 1.5 0 0 1.3 73.5 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5439 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year COLUSA AVENUE SE and LYNN AVENUE Perpendicular 0A0110 0C0178 no no 12 Truncated Domes 3 1.5 .8 48 3.7 78 0 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5442 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0110 COLUSA TBD FY COLUSA AVENUE COLUSA AVENUE SW and LYNN AVENUE Perpendicular 0A0110 0C0178 no no 12 Truncated Domes 2.6 31 12.3 11.5 7.7 48 7.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5441 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year COLUSA AVENUE SE and SAN CARLOS AVENUE Perpendicular 0A0110 010115 12 yes Truncated Domes 8.6 0 53 0 n/a n/a 1.1 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 5444 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year COLUSA AVENUE SW and SAN CARLOS AVENUE Perpendicular 0A0110 010115 12 yes Truncated Domes 46 4.6 0 0 n/a n/a 1.9 0 PWD PC52A PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5443 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1133B.5.2.1 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year COLUSA AVENUE NE and VALLEY ROAD Perpendicular 0A0110 000000 12 yes Truncated Domes 8.7 2.8 7 6 48 7.5 107 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5446 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0110 COLUSA TBD FY COLUSA AVENUE COLUSA AVENUE NW and VALLEY ROAD Perpendicular 0A0110 000000 12 yes Truncated Domes 10.6 3.2 5.9 1 1.7 48 4.7 68 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5445 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year COLUSA AVENUE Total Costs for Curb Ramps on $25,000.00 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 106 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0125 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD NE and ALVA AVENUE Parallel 0A0125 070001 no 12 Truncated Domes 21.7 3.9 9.4 11.5 13.7 2 .1 .5 48 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5450 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 21.7 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NNW and ALVA AVENUE Perpendicular 0A0125 070001 0 no Truncated Domes 43 3.7 8.4 21.1 8 7.5 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5448 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SW and ALVA AVENUE Perpendicular 0A0125 070001 no 12 Truncated Domes 45.5 4.9 8.7 4.4 4.6 6.6 49 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5449 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0125 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD WN and ALVA AVENUE Perpendicular 0A0125 070001 0 no Truncated Domes 12.4 45 23.6 0 9.4 5.9 n/a .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5447 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and FAIRVIEW DRIVE No Curb Ramp 0A0125 060045 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5452 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year CUTTING BOULEVARD NE and HAGEN BOULEVARD Perpendicular 0A0125 070120 no 12 Truncated Domes 11.9 46.5 17.8 5 5.9 58 2.2 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5454 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and TAMALPAIS AVENUE Perpendicular 0A0125 060228 no 12 Truncated Domes 13.5 47 13.5 8.4 12 9.6 9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5473 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0125 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD SW and TAMALPAIS AVENUE Perpendicular 0A0125 060228 no 12 Truncated Domes 11.5 22.4 32 5.1 48 2.2 n/a 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5472 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and TAMALPAIS AVENUE Perpendicular 0A0125 X80338 no 12 Truncated Domes 13.7 47 4.6 12 8.7 24.8 5.1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5474 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NW and TAMALPAIS AVENUE Perpendicular 0A0125 X80338 no 12 Truncated Domes 47 18.5 3.7 12 9.8 1.8 7.3 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5471 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and WILSON WAY Perpendicular 0A0125 060265 no 12 Truncated Domes 12.9 33 8.6 7.1 12.5 3.4 61 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 2 Severity 5478 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 33 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0129 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD NW and HAGEN BOULEVARD Perpendicular 0A0129 070120 no 12 Truncated Domes 12 16.9 2.9 12.7 1.6 48 53 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5453 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and JUNCTION AVENUE Perpendicular 0A0129 070161 no 12 Truncated Domes 11.4 47 6 8.4 .5 13.6 7.3 50 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5459 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NW and JUNCTION AVENUE Perpendicular 0A0129 070161 no 12 Truncated Domes 9.5 47 10.4 5.6 8.5 3.2 n/a 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5458 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and KENILWORTH AVENUE Perpendicular 0A0129 060119 no 12 Truncated Domes 14 47.25 6.4 12 8.8 19.3 5.1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5465 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0129 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD SW and KENILWORTH AVENUE Perpendicular 0A0129 060119 no 12 Truncated Domes 9.5 46.5 31 11.9 18.3 2.6 .1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5464 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and SNOWDON AVENUE Perpendicular 0A0129 060216 no 12 Truncated Domes 9.4 20.2 0 8 1.7 48 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5470 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SW and SNOWDON AVENUE Perpendicular 0A0129 060216 no 12 Truncated Domes 14.5 47.5 16.7 9.4 41 7.7 12.6 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5469 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and TAPSCOTT AVENUE Perpendicular 0A0129 070267 no 12 Truncated Domes 12.5 36 0 6.2 15.4 3 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5476 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0129 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD NW and TAPSCOTT AVENUE Parallel 0A0129 070267 no 12 Truncated Domes 17.4 10.2 12.4 12.2 43 20.8 1.4 1.1 1.1 0 PWD PC29B PCODE CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5475 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at top landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 1127B.5.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SW and WILSON WAY Perpendicular 0A0129 060265 no 12 Truncated Domes 42 45 12.5 13 4.9 .6 .2 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5477 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 12.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and KEARNEY STREET Perpendicular 0A0133 070175 no 12 Truncated Domes 17.5 18.4 9.6 12.5 3.6 48 4.2 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5463 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NW and KEARNEY STREET Perpendicular 0A0133 070175 no 12 Truncated Domes 47 11.5 5.6 6.8 6.6 .8 50 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5460 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0133 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD SE and KEARNEY STREET Perpendicular 0A0133 070175 no 12 Truncated Domes 10.9 15 2.2 8.1 48 196.5 3.5 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 3 Severity 5462 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SW and KEARNEY STREET Perpendicular 0A0133 070175 no 12 Truncated Domes 17.9 .5 53 9.2 1.1 0 1.5 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5461 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and INTERSTATE 80 (eastbound) Perpendicular 0A0137 EB0I80 no 12 Truncated Domes 1 3.9 1.7 4.3 PWD PC66E PCODE CSAS • Proposed Solution: 4.5.2 ADAAG 3 Severity 5457 • As-Built Description: • As-Is Measurement: (in) O/R An abrupt vertical level change exceeds 1/2" (or 1/4" without bevel) due to street overlay at transition between gutter and street surface. Grind street surface as necessary to provide 1:20 maximum slope in the pedestrian access route. inch 1.0 1127B.5.5 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and INTERSTATE 80 (eastbound) Perpendicular 0A0137 EB0I80 no 13 Truncated Domes 9.3 3.8 .6 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5456 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0137 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD NW and INTERSTATE 80 (westbound) Perpendicular 0A0137 WB0I80 no 12 Truncated Domes 6.6 .3 2 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 4 Severity 5455 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD NE and PEERLESS AVENUE Perpendicular 0A0137 0C0228 no 12 Truncated Domes 9.4 47 11.2 4 4.9 72 4.6 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5468 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SE and PEERLESS AVENUE Perpendicular 0A0137 0C0228 no 12.5 Truncated Domes 47 10.3 7.2 8 8.3 .2 0 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5467 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 7.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year CUTTING BOULEVARD SW and PEERLESS AVENUE Perpendicular 0A0137 0C0228 no 12 Truncated Domes 10 47.5 14.3 2.9 .9 50 4.9 .25 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 3 Severity 5466 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0137 CUTTIN TBD FY CUTTING BOULEVARD CUTTING BOULEVARD Total Costs for Curb Ramps on $106,000.00 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 115 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0148 EASTSH TBD FY EASTSHORE BOULEVARD EASTSHORE BOULEVARD ESE and HILL STREET Perpendicular 0A0148 0C0107 11 n/a Truncated Domes 18.9 7.2 50 6.6 .5 n/a 2.8 0 PWD PC08D PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 6510 • As-Built Description: • As-Is Measurement: (in) O/R Slope of flare(s) along curb at perpendicular curb ramp exceed(s) 10%. Demolish existing flare(s) and provide new sloped at 10% max. Curb ramp run to remain. % 18.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Flare Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk • Notes: Retrofitting flare is not necessary ramp slope is compliant. TBD Fiscal Year EASTSHORE BOULEVARD NE and HILL STREET Perpendicular 0A0148 0C0107 12 n/a Truncated Domes 9.6 3.5 16.4 55 9.6 n/a 3.3 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 6512 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year EASTSHORE BOULEVARD NNW and HILL STREET Perpendicular 0A0148 0C0107 12 n/a Truncated Domes 8.7 47 2.3 33.5 7.2 13 9.6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 6508 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 33.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year EASTSHORE BOULEVARD NW and HILL STREET Perpendicular 0A0148 0C0107 12 n/a Truncated Domes 45.5 12.3 3.8 36 8.6 13 5.9 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 6507 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 36 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0148 EASTSH TBD FY EASTSHORE BOULEVARD EASTSHORE BOULEVARD SSE and HILL STREET Perpendicular 0A0148 0C0107 12 n/a Truncated Domes 2.8 5.6 16.2 7.9 48 8.9 n/a 0 PWD PC06D PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 6511 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new top landing sloped at 2% max. Curb ramp to remain. % 2.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year EASTSHORE BOULEVARD SW and HILL STREET Perpendicular 0A0148 0C0107 0 n/a Truncated Domes 12.6 21.3 16.2 48 .2 n/a 2.1 0 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 6509 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year EASTSHORE BOULEVARD WN and HILL STREET Perpendicular 0A0148 0C0107 12 n/a Truncated Domes 40 13.9 2.4 36 10.9 5.4 4.5 .25 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 3 Severity 6506 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 40 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year EASTSHORE BOULEVARD ENE and POTRERO AVENUE Perpendicular 0A0148 0A0289 9.5 no Truncated Domes 9.1 11.6 4.6 22 7.1 11.4 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5481 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 22 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0148 EASTSH TBD FY EASTSHORE BOULEVARD EASTSHORE BOULEVARD NNE and POTRERO AVENUE Perpendicular 0A0148 0A0289 no 12 Truncated Domes 3.3 29 10.2 11.2 8.3 49 7.7 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5480 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 29 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year EASTSHORE BOULEVARD NW and POTRERO AVENUE Perpendicular 0A0148 0A0289 no 12 Truncated Domes 10 47.5 11.2 1.25 12.3 n/a n/a 4.7 PWD PC66E PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5479 • As-Built Description: • As-Is Measurement: (in) O/R An abrupt vertical level change exceeds 1/2" (or 1/4" without bevel) due to street overlay at transition between gutter and street surface. Grind street surface as necessary to provide 1:20 maximum slope in the pedestrian access route. inches 1.25 1127B.5.5 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year EASTSHORE BOULEVARD Total Costs for Curb Ramps on $34,000.00 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 118 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 060023 TBD FY ELM STREET ELM STREET SE and BLAKE STREET No Curb Ramp 060023 0C0351 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5484 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET SW and BLAKE STREET No Curb Ramp 060023 0C0355 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5483 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET NE and BLAKE STREET No Curb Ramp 0A0159 0C0351 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5485 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET NW and BLAKE STREET Parallel 0A0159 0C0355 no 12 Truncated Domes 7.9 3.8 3.7 34 5.1 .5 2.6 .5 1.7 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 2 Severity 5482 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.9 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0159 TBD FY ELM STREET ELM STREET NE and HILL STREET No Curb Ramp 0A0159 0A0198 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5489 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET NW and HILL STREET No Curb Ramp 0A0159 0A0198 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5486 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET SE and HILL STREET No Curb Ramp 0A0159 0A0198 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5488 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year ELM STREET SW and HILL STREET No Curb Ramp 0A0159 0A0198 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5487 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0159 TBD FY ELM STREET ELM STREET NE and MANOR CIRCLE Perpendicular 0A0159 060157 0 no Truncated Domes 12.5 17.1 7.9 .5 10.2 91 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5491 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ELM STREET SW and MANOR CIRCLE Perpendicular 0A0159 060157 0 no Truncated Domes 38.5 19.6 6.6 .5 12.1 2.8 n/a n/a PWD PC52A PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 1 Severity 5490 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 38.5 1133B.5.2.1 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year ELM STREET Total Costs for Curb Ramps on $29,500.00 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 121 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NE and ALBEMARLE STREET Perpendicular 0A0172 020001 no Truncated Domes 7.3 7 49 5.3 1.6 71 2.7 0 PWD • Proposed Solution: 5512 • As-Built Description: (in) O/R No access barriers at curb ramp found. Not applicable. Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip Grooved Border (in) (in) (in) n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NW and ALBEMARLE STREET Perpendicular 0A0172 020001 no 12 Truncated Domes 9.6 2.7 7.1 .5 7.4 48.5 2.1 75 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5510 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and ALBEMARLE STREET Perpendicular 0A0172 020001 no 12 Truncated Domes 13.5 7.6 n/a 0.5 48 4.8 0 PWD PC08B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5511 • As-Built Description: • As-Is Measurement: (in) O/R Slope of flare(s) along curb at perpendicular curb ramp exceed(s) 10%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Flare Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SE and BEHRENS STREET Perpendicular 0A0172 010023 no 12 Truncated Domes 14.2 5 16.5 .5 12.6 53.5 6.8 .7 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5519 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 16.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SW and BEHRENS STREET Perpendicular 0A0172 010023 no 13.5 Truncated Domes 10.9 6.4 9 4.6 6.8 51 49.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5518 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SE and CARMEL AVENUE Perpendicular 0A0172 010048 no 12 Truncated Domes 4.5 45 12.3 5.1 4.4 48 7.1 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5521 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and CARMEL AVENUE Perpendicular 0A0172 010048 no 12 Truncated Domes 38 10.5 .5 6.7 6.4 48 8.5 .5 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5520 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 38 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NE and CLAYTON AVENUE Perpendicular 0A0172 020015 no no 12 Truncated Domes 12.5 47.5 2.6 7.4 .5 7.8 6.8 60.5 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5523 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NW and CLAYTON AVENUE Perpendicular 0A0172 020015 0 no Truncated Domes 13.6 11.2 .5 15 70 6.1 .8 72 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5522 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NW and EVERETT STREET Perpendicular 0A0172 020066 no 12 Truncated Domes 11.9 47 11.6 4.8 10.8 8.5 61 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5526 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and EVERETT STREET Perpendicular 0A0172 020066 no 12 Truncated Domes 42.5 3.3 4.4 7.2 8.8 48 3.9 .25 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5527 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SE and NORVELL STREET Perpendicular 0A0172 020143 no 13 Truncated Domes 10.7 11.9 7.4 6.7 8.1 48 64 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5547 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and NORVELL STREET Perpendicular 0A0172 020143 no 12 Truncated Domes 3.2 9 .5 6.6 7.6 50 4.3 49 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5546 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 3.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SE and POMONA AVENUE Perpendicular 0A0172 010089 no 12 Truncated Domes 46 42 .5 7.8 4.8 4.3 1.9 1.6 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5549 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and POMONA AVENUE Perpendicular 0A0172 010089 0 no Truncated Domes 12.4 41 5.3 .5 25.2 52 5.6 1.1 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5548 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0172 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NE and RAMONA AVENUE Parallel 0A0172 010101 no 13 Truncated Domes 16.6 5.9 7.2 7.2 0.5 1.2 n/a 55 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 4 Severity 6486 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 16.6 1127B.5.3 Slope of the Ramp X-slope Of The Ramp Width of the Ramp Top Landing X-slope Bottom Landing X-slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and RAMONA AVENUE Perpendicular 0A0172 010101 no 12 Truncated Domes 2.7 40 6.3 .5 8.7 7.4 51 4.4 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 6484 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 40 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SE and VICTORIA STREET Perpendicular 0A0172 010140 0 no Truncated Domes .5 10.3 1.5 48 5.3 n/a n/a 1.5 PWD PC66D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 2 Severity 5551 • As-Built Description: • As-Is Measurement: (in) O/R A vertical level change exceeds 1/4" on a curb ramp, landing, blended transition, or gutter area within the pedestrian access route. Demolish elements (ramps, landings, routes, gutters) as required and provide new. inch 0.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and VICTORIA STREET Perpendicular 0A0172 010140 0 no Truncated Domes 9.9 .5 5.5 0 48 0 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5550 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SE and CORONADO STREET Perpendicular XA0180 010062 no 12 Truncated Domes 8.7 44 8.1 3.3 n/a n/a 2.6 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5525 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and CORONADO STREET Perpendicular XA0180 010062 no no 13 Truncated Domes 13.7 15.3 2.2 2.5 49 53 3.3 .25 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5524 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NE and KEARNEY STREET Perpendicular XA0180 020094 18 yes Truncated Domes 10.1 5.8 2.3 48 6.1 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5532 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NNW and KEARNEY STREET Perpendicular XA0180 020094 0 yes Truncated Domes 9.4 2 0 48.5 0 .4 113 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5529 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SE and KEARNEY STREET Perpendicular XA0180 020094 0 yes Truncated Domes 9.2 1.1 0 n/a 0 .8 169 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5531 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and KEARNEY STREET Perpendicular XA0180 020094 13 yes Truncated Domes 9.6 47.5 9.6 9.4 0 0 126 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5530 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE WN and KEARNEY STREET Perpendicular XA0180 020094 no 13 yes Truncated Domes 9.5 6.7 9.1 48 1.9 1.2 88 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5528 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE ENE and LEXINGTON AVENUE Perpendicular XA0180 020110 12 yes Truncated Domes 7.2 2.8 48 0 .6 85 4.8 0 PWD • Proposed Solution: 5537 • As-Built Description: (in) O/R No access barriers at curb ramp found. Not applicable. Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip Grooved Border (in) (in) (in) yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NNE and LEXINGTON AVENUE Perpendicular XA0180 020110 0 yes Truncated Domes 8.3 1.6 0 48 0 .2 130 .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5536 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NW and LEXINGTON AVENUE Perpendicular XA0180 020110 0 yes Truncated Domes 46 8 0.0 1.8 1 .4 95 .25 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5533 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SE and LEXINGTON AVENUE Perpendicular XA0180 020110 0 yes Truncated Domes 6.3 .5 0 48 0 101 3.5 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5535 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SW and LEXINGTON AVENUE Perpendicular XA0180 020110 0 yes Truncated Domes 2.5 5.3 5 0 48 0 101 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5534 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE ENE and LIBERTY STREET Perpendicular XA0180 0C0146 no 12 Truncated Domes 8.4 10.2 8.4 7.3 49.5 1.7 175 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5545 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE ESE and LIBERTY STREET Perpendicular XA0180 0C0146 no 12 Truncated Domes 28 3.2 7.1 6.8 9.1 77 0 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 1 Severity 5542 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 28 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NNE and LIBERTY STREET Perpendicular XA0180 0C0146 no 12 Truncated Domes 8.6 6.5 9.8 48.5 5.2 1.7 175 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5544 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NNW and LIBERTY STREET Perpendicular XA0180 0C0146 no 12.5 Truncated Domes 9.8 6.6 7.6 48 1.1 70 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5539 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE SSE and LIBERTY STREET Perpendicular XA0180 0C0146 no 13.5 Truncated Domes 2.1 10.4 7.7 49 4.4 165 0 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5543 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.1 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE SSW and LIBERTY STREET Perpendicular XA0180 0C0146 no 13 Truncated Domes 7.6 3.2 3.9 48 7.5 n/a n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5540 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE WN and LIBERTY STREET Perpendicular XA0180 0C0146 no 13 Truncated Domes 7.6 6.4 5.1 n/a n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5538 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE WSW and LIBERTY STREET Perpendicular XA0180 0C0146 13 yes Truncated Domes 5.4 7 2.6 48 7.3 n/a n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 4 Severity 5541 • As-Built Description: • As-Is Measurement: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. % 5.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE I-E and OAK STREET Perpendicular XA0180 020158 13 No Truncated Domes 16.9 7.9 8.4 49.5 6.1 .3 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 6740 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 16.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE I-S and OAK STREET Perpendicular XA0180 020158 12 No Truncated Domes 45.5 11.4 7.7 7.3 10 .3 n/a 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 6741 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 45.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE I-W and OAK STREET Perpendicular XA0180 020158 13 No Truncated Domes 4 7.7 5.4 48 7.2 n/a .5 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 6743 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE NE and OAK STREET Perpendicular XA0180 020158 12 No Truncated Domes 8.7 7.5 6.8 .2 51 8.2 n/a 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 6745 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0180 FAIRMO TBD FY FAIRMOUNT AVENUE FAIRMOUNT AVENUE NW and OAK STREET Perpendicular XA0180 020158 12 No Truncated Domes 6.3 11.2 7.2 6.1 50 8.7 n/a 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 6742 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE S and OAK STREET Perpendicular XA0180 020158 12.5 No Truncated Domes 2.3 7.5 6.5 8.9 49 3.5 n/a 0 PWD PC06A PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 6744 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year FAIRMOUNT AVENUE Total Costs for Curb Ramps on $145,000.00 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 133 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0212 KEYBOU TBD FY KEY BOULEVARD KEY BOULEVARD ENE and CUTTING BOULEVARD Perpendicular 0A0212 0A0133 no 12 Truncated Domes 10.5 25.3 8.7 46.5 8.6 13.7 48 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5499 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD NNE and CUTTING BOULEVARD Perpendicular 0A0212 0A0133 no 12 Truncated Domes 14.1 16.2 5.9 32 8.4 2.6 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5498 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 32 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD NW and CUTTING BOULEVARD Perpendicular 0A0212 0A0133 no 12 Truncated Domes 9.6 12.8 2.3 31 9.8 2.4 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5495 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD SE and CUTTING BOULEVARD Perpendicular 0A0212 0A0133 no 12 Truncated Domes 8.2 10.2 4.9 48 6.3 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5497 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0212 KEYBOU TBD FY KEY BOULEVARD KEY BOULEVARD SW and CUTTING BOULEVARD Perpendicular 0A0212 0A0133 no 12 Truncated Domes 4.2 36.5 12.6 6.6 9.3 48 5.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5496 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 36.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD NW and ELM STREET No Curb Ramp 0A0212 0A0159 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5500 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year KEY BOULEVARD SW and ELM STREET No Curb Ramp 0A0212 0A0159 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5501 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year KEY BOULEVARD SW and KNOTT AVENUE No Curb Ramp 0A0212 000020 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5505 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0212 KEYBOU TBD FY KEY BOULEVARD KEY BOULEVARD SE and KNOTT AVENUE No Curb Ramp 0A0212 070188 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5506 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year KEY BOULEVARD NW and LIBERTY STREET Perpendicular 0A0212 070201 no 12 Truncated Domes 44.5 6 5.9 4.2 49 6.9 1.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 5508 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 44.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD SW and LIBERTY STREET Parallel 0A0212 070201 no 12 Truncated Domes 4.7 6.2 6.9 7.7 12.1 3.7 6.3 52 3.1 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5509 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.1 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD NE and CONLON AVENUE Perpendicular 0A0215 070047 no 12 Truncated Domes 5.8 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 4 Severity 5494 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 5.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0215 KEYBOU TBD FY KEY BOULEVARD KEY BOULEVARD NW and CONLON AVENUE No Curb Ramp 0A0215 070047 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5492 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year KEY BOULEVARD SE and CONLON AVENUE No Curb Ramp 0A0215 070047 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5493 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year KEY BOULEVARD NE and HUMBOLT AVENUE Perpendicular 0A0215 070148 no 12 Truncated Domes 11.8 4.2 10.2 9.8 48.5 4.9 89 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5503 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD SE and HUMBOLT AVENUE Parallel 0A0215 070148 no 12 Truncated Domes 11.4 3.8 3.3 2.1 45 3.1 4.2 1.7 3.1 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 3 Severity 5502 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.4 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0215 KEYBOU TBD FY KEY BOULEVARD KEY BOULEVARD NW and KNOTT AVENUE Parallel 0A0215 000020 no 12 Truncated Domes 10.7 11.8 3.8 45 4.7 .9 1.6 1.2 4.7 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5504 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.8 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD NE and KNOTT AVENUE Perpendicular 0A0215 070188 no 12 Truncated Domes 10.9 46 2.4 7.7 0 4.2 n/a 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5507 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year KEY BOULEVARD Total Costs for Curb Ramps on $56,000.00 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 138 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and CABRILLO STREET No Curb Ramp 0C0206 050001 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5557 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and CABRILLO STREET No Curb Ramp 0C0206 050001 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5556 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NE and EVERETT STREET No Curb Ramp 0C0206 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5565 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and EVERETT STREET No Curb Ramp 0C0206 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5562 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and EVERETT STREET No Curb Ramp 0C0206 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5564 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and EVERETT STREET No Curb Ramp 0C0206 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5563 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NE and LAWRENCE STREET No Curb Ramp 0C0206 050135 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5573 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and LAWRENCE STREET No Curb Ramp 0C0206 050135 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5570 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and LAWRENCE STREET No Curb Ramp 0C0206 050135 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5572 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and LAWRENCE STREET No Curb Ramp 0C0206 050135 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5571 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NE and NOBLE COURT No Curb Ramp 0C0206 050208 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5577 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and NOBLE COURT No Curb Ramp 0C0206 050208 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5576 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA TBD FY MANILA AVENUE MANILA AVENUE NE and NORVELL STREET No Curb Ramp 0C0206 050230 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5581 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and NORVELL STREET No Curb Ramp 0C0206 050230 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5578 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SE and NORVELL STREET No Curb Ramp 0C0206 050230 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5580 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and NORVELL STREET No Curb Ramp 0C0206 050230 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5579 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0206 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and RIVERA STREET No Curb Ramp 0C0206 050255 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5585 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and RIVERA STREET No Curb Ramp 0C0206 050255 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5584 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost Within Crosswalk TBD Fiscal Year MANILA AVENUE NE and ELM STREET Perpendicular 0C0213 050047 no 12 Truncated Domes 3.6 7.7 6.7 6.3 48 7.7 78 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5561 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 3.6 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and ELM STREET Perpendicular 0C0213 050047 no 12 Truncated Domes 4.2 12 6.6 48 7.4 89.5 .9 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5558 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0213 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and ELM STREET Perpendicular 0C0213 050047 no 12 Truncated Domes 11.9 12.3 9.4 48 9.2 80 4.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5560 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and ELM STREET Perpendicular 0C0213 050047 no 12 Truncated Domes 8.7 6.9 6.8 48 4.5 82 4.3 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5559 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE NE and LIBERTY STREET Perpendicular 0C0213 050170 no 13 Truncated Domes 13.1 46 18.8 3.2 14.8 18.7 58.5 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5555 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE NW and LIBERTY STREET Perpendicular 0C0213 050170 no 12 Truncated Domes 13 6.1 7.2 7.9 48.5 1 85.5 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 4 Severity 5552 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0213 MANILA TBD FY MANILA AVENUE MANILA AVENUE SE and LIBERTY STREET Perpendicular 0C0213 050170 no 12.5 Truncated Domes 14.4 45 12.6 7.1 47 18.1 0 .25 PWD PC06A PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5554 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.1 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE SW and LIBERTY STREET Perpendicular 0C0213 050170 no 12 Truncated Domes 8.5 5.3 7.6 49 7.5 62 2.1 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5553 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.3 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MANILA AVENUE Total Costs for Curb Ramps on $67,000.00 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 145 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0240 MOESER TBD FY MOESER LANE MOESER LANE NE and GALVIN DRIVE No Curb Ramp 0A0240 X30115 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5607 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE NW and GALVIN DRIVE No Curb Ramp 0A0240 X30115 0 no n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5608 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE NE and SEAVIEW DRIVE(R) No Curb Ramp 0A0240 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5632 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE NW and SEAVIEW DRIVE(R) No Curb Ramp 0A0240 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5629 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0240 MOESER TBD FY MOESER LANE MOESER LANE SE and SEAVIEW DRIVE(R) No Curb Ramp 0A0240 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5631 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE SW and SEAVIEW DRIVE(R) No Curb Ramp 0A0240 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5630 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE NE and SHEVLIN PLACE No Curb Ramp 0A0240 040305 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6487 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE NW and SHEVLIN PLACE No Curb Ramp 0A0240 040305 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5633 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0240 MOESER TBD FY MOESER LANE MOESER LANE SE and SHEVLIN PLACE No Curb Ramp 0A0240 040305 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6488 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE SW and SHEVLIN PLACE No Curb Ramp 0A0240 040305 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5634 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE SE and EVERETT STREET Perpendicular 0A0246 020069 no no 12 Truncated Domes 5.8 4.2 6 n/a 0 n/a 1.4 0 PWD PC29B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5604 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at top landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk • Notes: Shurb protrudes on to curb ramp. TBD Fiscal Year MOESER LANE SW and EVERETT STREET Perpendicular 0A0246 020069 no 13 Truncated Domes 5.4 6.8 1.2 8.5 107 3.6 n/a .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5603 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0246 MOESER TBD FY MOESER LANE MOESER LANE NW and EVERETT STREET Parallel 0A0246 050056 no 13 Truncated Domes 8.7 4.5 41 41 8.5 5.2 2.3 1.2 1.2 .25 PWD PC22D PCODE R303.2.2.2 ADAPROW CSAS • Proposed Solution: 4.8.6 ADAAG 1 Severity 5602 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing ramp run and provide new. Bottom and top landing to remain. 4.5% 5.2%; 1127B.5.10 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year MOESER LANE NE and ELM COURT Perpendicular 0A0254 050031 12 na Truncated Domes 8.6 0 69 0 1.1 n/a 2 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5601 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE NW and ELM COURT Perpendicular 0A0254 050031 no 12 Truncated Domes 16.9 5.5 8 9.6 69 1.8 n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 3 Severity 5598 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE SE and ELM STREET Perpendicular 0A0254 020032 no 12 Truncated Domes 6 12.4 8.1 89 9.3 1.4 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5600 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0254 MOESER TBD FY MOESER LANE MOESER LANE SW and ELM STREET Perpendicular 0A0254 020032 no 12 Truncated Domes 10.8 4.4 83 9.6 .6 n/a 3.6 .25 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5599 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE NE and LIBERTY COURT Perpendicular 0A0254 050159 no 12 Truncated Domes 10.4 10.4 7 56 1.1 n/a 3.7 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5615 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE NW and LIBERTY COURT Perpendicular 0A0254 050159 no 12 Truncated Domes 3.8 6 58.5 9.7 .7 n/a 2 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5614 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE ESE and LIBERTY STREET Perpendicular 0A0254 020129 no 12 Truncated Domes 43 5.4 0 71 0 1.8 3.1 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 5618 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 43 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0254 MOESER TBD FY MOESER LANE MOESER LANE SSE and LIBERTY STREET Perpendicular 0A0254 020129 no 12 Truncated Domes 8.7 2.8 5.9 0 74 0 n/a .25 PWD PC03D PCODE R303.2.1.2 ADAPROW CSAS • Proposed Solution: 4.8.6 ADAAG 1 Severity 5619 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of an existing perpendicular curb ramp exceeds 1:48 Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE SW and LIBERTY STREET Perpendicular 0A0254 020129 no 12 Truncated Domes 10.3 8 47 5.9 .5 7.2 5.7 64 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5617 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE NE and LIBERTY STREET Parallel 0A0254 050168 no 12 Truncated Domes 2.4 0.3 0.3 2.6 12.7 4.1 9.1 8.1 88 88 82 .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5620 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 12.7 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year MOESER LANE NW and LIBERTY STREET Perpendicular 0A0254 050168 no 12 Truncated Domes 10.6 3.3 6.7 3.8 5.1 58 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5616 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0254 MOESER TBD FY MOESER LANE MOESER LANE Total Costs for Curb Ramps on $69,500.00 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 152 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0234 MOESER TBD FY MOESER LANE(N. HALF) MOESER LANE(N. HALF) NE and BATES AVENUE No Curb Ramp 0A0234 030042 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5593 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(N. HALF) NW and BATES AVENUE No Curb Ramp 0A0234 030042 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5590 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(N. HALF) NE and CONTRA COSTA DRIVE No Curb Ramp 0A0234 030079 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5597 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(N. HALF) SW and KING DRIVE No Curb Ramp 0A0234 030153 no n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5611 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0234 MOESER TBD FY MOESER LANE(N. HALF) MOESER LANE(N. HALF) NE and KING DRIVE No Curb Ramp 0A0234 040222 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5613 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(N. HALF) NW and KING DRIVE No Curb Ramp 0A0234 040222 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5610 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(N. HALF) NE and SHELVIN DRIVE No Curb Ramp 0A0234 030233 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5636 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(N. HALF) SE and TERRACE DRIVE No Curb Ramp 0A0234 0B0170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6496 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0234 MOESER TBD FY MOESER LANE(N. HALF) MOESER LANE(N. HALF) SW and TERRACE DRIVE No Curb Ramp 0A0234 0B0170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6495 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(N. HALF) Total Costs for Curb Ramps on $22,500.00 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 155 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0228 MOESER TBD FY MOESER LANE(S. HALF) MOESER LANE(S. HALF) SE and BATES AVENUE No Curb Ramp 0A0228 030042 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5592 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(S. HALF) SW and BATES AVENUE No Curb Ramp 0A0228 030042 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5591 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(S. HALF) SE and CONTRA COSTA DRIVE No Curb Ramp 0A0228 040076 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5596 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(S. HALF) SW and CONTRA COSTA DRIVE No Curb Ramp 0A0228 040076 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5595 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0228 MOESER TBD FY MOESER LANE(S. HALF) MOESER LANE(S. HALF) SE and KING DRIVE No Curb Ramp 0A0228 030153 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5612 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(S. HALF) SE and KING DRIVE No Curb Ramp 0A0228 040222 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6468 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(S. HALF) SW and KING DRIVE No Curb Ramp 0A0228 040222 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6467 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(S. HALF) SE and SHELVIN DRIVE No Curb Ramp 0A0228 030233 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5635 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0228 MOESER TBD FY MOESER LANE(S. HALF) MOESER LANE(S. HALF) SW and SHELVIN DRIVE No Curb Ramp 0A0228 030233 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6469 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year MOESER LANE(S. HALF) SE and TERRACE DRIVE No Curb Ramp 0A0228 0B0170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5639 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6500 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(S. HALF) SW and TERRACE DRIVE No Curb Ramp 0A0228 0B0170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5638 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Sidewalk not provided. TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0228 MOESER TBD FY MOESER LANE(S. HALF) n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6499 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year MOESER LANE(S. HALF) Total Costs for Curb Ramps on $32,500.00 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 159 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0063 NAVELL TBD FY NAVELLIER STREET NAVELLIER STREET SW and PARK VISTA No Curb Ramp 0B0063 040271 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5665 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET SE and SCHMIDT LANE Parallel 0B0063 040282 no 12 Truncated Domes 10.6 45 45 3.8 12.3 10.6 7.6 7.6 1.3 48.5 5 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5675 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.6 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year NAVELLIER STREET SW and SCHMIDT LANE Parallel 0B0063 0B0122 no 12 Truncated Domes 6.6 3.5 5.5 7.2 41.5 6.6 1.9 1.9 48.5 48.5 4.8 0 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 2 Severity 5674 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.2 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year NAVELLIER STREET NE and MOUND AVENUE No Curb Ramp 0B0067 050197 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5664 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0067 NAVELL TBD FY NAVELLIER STREET NAVELLIER STREET SE and MOUND AVENUE No Curb Ramp 0B0067 050197 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5663 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NE and SCOTT STREET No Curb Ramp 0B0067 0B0098 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5680 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NW and SCOTT STREET No Curb Ramp 0B0067 0B0098 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5677 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NE and DONAL AVENUE No Curb Ramp 0C0224 050012 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5644 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0224 NAVELL TBD FY NAVELLIER STREET NAVELLIER STREET SE and DONAL AVENUE No Curb Ramp 0C0224 050012 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5643 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NE and MANILA AVENUE No Curb Ramp 0C0224 0C0206 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5656 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NW and MANILA AVENUE No Curb Ramp 0C0224 0C0206 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5653 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET SE and MANILA AVENUE No Curb Ramp 0C0224 0C0206 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5655 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0224 NAVELL TBD FY NAVELLIER STREET NAVELLIER STREET SW and MANILA AVENUE No Curb Ramp 0C0224 0C0206 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5654 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NE and NAVELLIER AVENUE (DRIVEWAY) No Curb Ramp 0C0224 0C0224 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5648 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NW and NAVELLIER AVENUE (DRIVEWAY) No Curb Ramp 0C0224 0C0224 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5645 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET SE and NAVELLIER AVENUE (DRIVEWAY) No Curb Ramp 0C0224 0C0224 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5647 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0224 NAVELL TBD FY NAVELLIER STREET NAVELLIER STREET SW and NAVELLIER AVENUE (DRIVEWAY) No Curb Ramp 0C0224 0C0224 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5646 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year NAVELLIER STREET NW and SCHMIDT LANE Parallel 0C0224 0B0122 no 13 Truncated Domes 12.3 12.3 7.6 4.5 41.5 7.4 7.6 53 53 1.4 1 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 2 Severity 5673 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.6 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year NAVELLIER STREET Total Costs for Curb Ramps on $46,500.00 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 164 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY N and BLAKE STREET Perpendicular 000000 0C0355 no 12 Truncated Domes 47 21.8 10 6.9 3.4 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5684 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and BLAKE STREET Perpendicular 000000 0C0355 no 13 Truncated Domes 10.1 13.5 7.8 .5 24.1 61 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5683 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and CENTRAL AVENUE Perpendicular 000000 0B0001 84.5 12in Truncated Domes 11.2 6.8 1.8 6.9 84.5 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 4 Severity 5687 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border Unit Cost Within Crosswalk • Notes: The sum of the slope of the ramp and the gutter does not exceed 13.3% grade. TBD Fiscal Year OHLONE GREENWAY SSW and CENTRAL AVENUE Perpendicular 000000 0B0001 48 13.5in Truncated Domes 2.6 1.1 48 5 n/a n/a 1.9 0 PWD PC00 PCODE • Proposed Solution: 5685 • As-Built Description: (in) O/R No access barriers found. Not applicable. Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip Curb Ramp Grooved Border (in) (in) (in) yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY WSW and CENTRAL AVENUE Perpendicular 000000 0B0001 49 13in Truncated Domes 6.3 3.9 1 49 2.5 n/a n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 4 Severity 5686 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 6.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border Unit Cost yes Within Crosswalk • Notes: The sum of the slope of the ramp and the gutter does not exceed 13.3% grade. TBD Fiscal Year OHLONE GREENWAY N and CUTTING BOULEVARD Perpendicular 000000 0A0133 0 no Truncated Domes 8.5 33.7 9.3 .5 11.9 98.5 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5689 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 9.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and CUTTING BOULEVARD Perpendicular 000000 0A0133 no 12 Truncated Domes 5.6 .5 13 6.4 69.5 8 n/a n/a PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5688 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and FAIRMOUNT AVENUE Perpendicular 000000 XA0180 no 12 Truncated Domes 8.6 7.4 7.3 49 6.9 n/a n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5691 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY S and FAIRMOUNT AVENUE Perpendicular 000000 XA0180 no 13.5 Truncated Domes 4.4 2.8 49 4.8 n/a n/a 4.4 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5690 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and HILL STREET Perpendicular 000000 0A0198 0 no Truncated Domes 17.8 .5 15.5 6.1 95 n/a n/a 2.7 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5693 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and HILL STREET Perpendicular 000000 0A0198 no 13.5 Truncated Domes 11.8 11.3 7.1 .5 11.3 49.5 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5692 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY N and KNOTT AVENUE Perpendicular 000000 000020 0 no Truncated Domes 28.4 .5 20.1 5.8 92 n/a n/a 3.7 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5695 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and KNOTT AVENUE Perpendicular 000000 000020 no 12 Truncated Domes 9.4 9.1 .5 9.7 49.5 6.8 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5694 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and LINCOLN AVENUE Perpendicular 000000 0C0162 no 12 Truncated Domes 9.3 24.6 3.6 32 7.2 .5 16.5 61 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 1 Severity 5697 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and LINCOLN AVENUE Perpendicular 000000 0C0162 no 12 Truncated Domes 10.8 14.4 33 8.8 .5 20.3 61.5 1.9 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5696 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY N and MANILA AVENUE Perpendicular 000000 0C0213 no 12 Truncated Domes 9.3 17 6.4 .75 20 73 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5699 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and MANILA AVENUE Perpendicular 000000 0C0213 no 12 Truncated Domes 18.7 7.8 .5 20.2 7.7 61 n/a n/a PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 3 Severity 5698 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 7.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and MOESER LANE Perpendicular 000000 0A0254 no 12.5 Truncated Domes 11.4 2.5 5.4 .5 5.1 9.1 61 48.5 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5701 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and MOESER LANE Perpendicular 000000 0A0254 no 12.5 Truncated Domes 2.2 5.6 .5 10.2 5.1 61 7.8 48 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 4 Severity 5700 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 2.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY N and PORTOLA AVENUE Perpendicular 000000 0B0084 no 12.5 Truncated Domes 9.2 13 5.8 .5 16.1 73 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5703 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and PORTOLA AVENUE Perpendicular 000000 0B0084 no 12 Truncated Domes 9 13.5 .5 17.7 73.5 n/a n/a 4 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5702 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and POTRERO AVENUE Perpendicular 000000 0A0284 no 13 Truncated Domes 9.1 17.9 11 .5 19.2 61 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5705 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and POTRERO AVENUE Perpendicular 000000 0A0284 no 13 Truncated Domes 12.3 15.1 9.7 .5 21.9 60 n/a n/a PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5704 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY N and STOCKTON AVENUE Perpendicular 000000 0A0329 no 12 Truncated Domes 10.8 22.3 2.7 36 7.5 .5 16.2 60 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5707 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and STOCKTON AVENUE Perpendicular 000000 0A0329 no 12 Truncated Domes 9.1 13.2 35.5 8.7 .5 13.3 60.5 1.5 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5706 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 35.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY N and WALDO AVENUE Perpendicular 000000 020212 no 12 Truncated Domes 10.6 2.1 35.5 7.9 .5 5.2 6.1 60.5 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5709 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 35.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year OHLONE GREENWAY S and WALDO AVENUE Perpendicular 000000 020212 no 12 Truncated Domes 11.4 15.6 2.5 36 6.5 .5 43.8 61 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5708 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 000000 OHLONE TBD FY OHLONE GREENWAY OHLONE GREENWAY Total Costs for Curb Ramps on $102,500.00 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 172 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0276 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE NE and JULIAN COURT No Curb Ramp 0A0276 060095 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5728 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NW and JULIAN COURT No Curb Ramp 0A0276 060095 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5725 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SE and JULIAN COURT No Curb Ramp 0A0276 060095 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5727 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SW and JULIAN COURT No Curb Ramp 0A0276 060095 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5726 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0281 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE SE and EVERETT STREET No Curb Ramp 0A0281 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5718 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SW and EVERETT STREET No Curb Ramp 0A0281 050057 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5717 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NE and EVERETT STREET No Curb Ramp 0A0281 060034 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5719 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NW and EVERETT STREET No Curb Ramp 0A0281 060034 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5716 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0281 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE NE and NORVELL STREET No Curb Ramp 0A0281 020146 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5744 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SE and NORVELL STREET No Curb Ramp 0A0281 020146 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5743 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NW and NORVELL STREET No Curb Ramp 0A0281 060172 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5741 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SW and NORVELL STREET No Curb Ramp 0A0281 060172 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5742 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0284 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE SE and ELM STREET Perpendicular 0A0284 050047 no 12 Truncated Domes 12.9 15.4 9 33 7.3 6.3 49 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5714 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 33 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE SW and ELM STREET Perpendicular 0A0284 050047 no 12 Truncated Domes 15.9 19.2 7 7.7 .5 20.4 50 62 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5713 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE NE and ELM STREET Perpendicular 0A0284 060023 no 12 Truncated Domes 15 46 18 7.2 31 6.7 11.3 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 2 Severity 5715 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 15 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE NW and ELM STREET Perpendicular 0A0284 060023 no 12 Truncated Domes 13.9 10.2 3.3 26 5.6 10.1 48 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5712 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 26 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0284 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE SE and KEARNEY STREET Perpendicular 0A0284 050112 no 12 Truncated Domes 9.7 12.7 3.6 35 19.4 91.5 2.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5731 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 35 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE SW and KEARNEY STREET Perpendicular 0A0284 050112 0 no Truncated Domes 25.2 2.6 .5 16.7 n/a n/a 2.6 PWD PC66D PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5730 • As-Built Description: • As-Is Measurement: (in) O/R A vertical level change exceeds 1/4" on a curb ramp, landing, blended transition, or gutter area within the pedestrian access route. Demolish elements (ramps, landings, routes, gutters) as required and provide new. inch 0.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE NE and KEARNEY STREET Perpendicular 0A0284 060108 no 10 no Truncated Domes 23.9 4.9 2.4 5.6 10.1 89 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5732 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 2.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0284 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE NW and KEARNEY STREET Perpendicular 0A0284 060108 no no 12 Truncated Domes 6.6 9 49 8.3 1.9 49 3.5 0 PWD PC76D PCODE R303.3.6 ADAPROW • Proposed Solution: 4.7.9 ADAAG 5729 • As-Built Description: (in) O/R Beyond the curb line, a clear space of 48" x 48" min. is not provided within the width of the crosswalk and wholly outside the parallel vehicle travel lane. Repaint crosswalk to provide a clear space within the markings. Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 250 Clear Space Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year POTRERO AVENUE NE and LEXINGTON AVENUE Perpendicular 0A0284 020114 0 no Truncated Domes 12.7 21.9 6.2 11.5 14.1 65 n/a .25 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5736 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE SE and LEXINGTON AVENUE No Curb Ramp 0A0284 020114 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5735 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NW and LEXINGTON AVENUE Perpendicular 0A0284 060132 no 12 Truncated Domes 10.2 13.7 18.4 69 .9 n/a 3.1 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5733 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0284 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE SW and LEXINGTON AVENUE Perpendicular 0A0284 060132 10 no Truncated Domes 15.1 1.5 6.7 60 1.6 n/a 3.8 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5734 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE NE and LIBERTY STREET Perpendicular 0A0284 050168 no no 12 Truncated Domes 8.8 12.8 2.3 4.7 48 93 .8 0 PWD PC03A PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5740 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year POTRERO AVENUE SE and LIBERTY STREET Perpendicular 0A0284 050168 no 12 Truncated Domes 12.8 11.3 2.7 17.3 48 49 3.9 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5739 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0284 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE NW and LIBERTY STREET Perpendicular 0A0284 060144 no 12 Truncated Domes 12.5 10.8 6.7 40 7.9 12.8 48.5 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5737 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE SW and LIBERTY STREET Perpendicular 0A0284 060144 no 12 Truncated Domes 10.6 46.5 42.5 5.4 9 6.8 1.7 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5738 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 46.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE SE and SOUTH 56TH STREET No Curb Ramp 0A0289 000282 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5748 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE SW and SOUTH 56TH STREET Perpendicular 0A0289 000282 no 12 Truncated Domes 9.9 42 .5 6.3 60 5.3 1.2 2.7 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5747 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0238 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE I-NE and INTERSTATE 80 (eastbound) Perpendicular 0C0238 EB0I80 no 12 Truncated Domes 7.9 7.4 1.9 n/a 55 n/a n/a .25 PWD PC06A PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5723 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE I-NW and INTERSTATE 80 (westbound) Perpendicular 0C0238 WB0I80 no 12 Truncated Domes 5.2 1.2 n/a 57.5 n/a .2 n/a .25 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5724 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE I-SW and INTERSTATE 80 (westbound) Perpendicular 0C0238 WB0I80 no 12 Truncated Domes 46 2.5 4.8 n/a n/a 1.9 n/a 4.8 PWD PC66E PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5722 • As-Built Description: • As-Is Measurement: (in) O/R An abrupt vertical level change exceeds 1/2" (or 1/4" without bevel) due to street overlay at transition between gutter and street surface. Grind street surface as necessary to provide 1:20 maximum slope in the pedestrian access route. inches 2.5 1127B.5.5 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE NW and INTERSTATE 80 (westbound) Perpendicular 0C0238 WB0I80 no 12 Truncated Domes 46 17.3 7.1 17.9 4.9 1.8 n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5720 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0238 POTRER TBD FY POTRERO AVENUE POTRERO AVENUE SW and INTERSTATE 80 (westbound) Parallel 0C0238 WB0I80 no 12 Truncated Domes 47 47 4.2 4.2 2 2 48 48 2 48 3.9 .25 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 5721 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 47 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year POTRERO AVENUE SW and DOUGLAS DRIVE No Curb Ramp XAO279 040119 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5711 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE NE and ROGER COURT Parallel XAO279 060205 no 12 Truncated Domes 19.2 47.5 47.5 2.8 6 8.7 4.5 7.1 1.3 0 48 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 2 Severity 5746 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 19.2 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year POTRERO AVENUE NW and ROGER COURT No Curb Ramp YA0279 060205 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5745 • As-Built Description: • As-Is Measurement: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.9 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year POTRERO AVENUE Total Costs for Curb Ramps on $115,250.00 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 182 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0304 RICHMO TBD FY RICHMOND STREET RICHMOND STREET NW and CENTRAL AVENUE Perpendicular 0A0304 0B0001 no 12 Truncated Domes 9.2 47.5 12.4 27.5 9.8 1.4 2.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5753 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 27.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and CENTRAL AVENUE Perpendicular 0A0304 0B0001 no 12 Truncated Domes 11.6 47.5 10.8 .5 5.6 5.8 51 4 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5754 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and CENTRAL AVENUE Perpendicular 0A0304 0C0040 no 12 Truncated Domes 10.7 11.2 5.9 8.1 48 1.6 54 .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5756 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 11.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and CENTRAL AVENUE Perpendicular 0A0304 0C0040 no 12 No Truncated Domes 10.3 47.5 46.5 15.3 6.8 .5 7.9 7.9 .7 50 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 3 Severity 5755 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0304 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and EUREKA AVENUE Parallel 0A0304 0C0095 no 12 No Truncated Domes 11.1 5.6 2.6 5.4 4.5 3.6 6.7 61 3.7 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 3 Severity 5763 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.1 1127B.5.3 Slope of the Ramp X-slope Of The Ramp Width of the Ramp Top Landing X-slope Bottom Landing X-slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 3000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and EUREKA AVENUE Parallel 0A0304 X20049 no 12 No Truncated Domes 3.3 2.1 3.1 11.7 6.4 6.4 0.2 1.7 54 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5762 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 11.7 1127B.5.3 Slope of the Ramp X-slope Of The Ramp Width of the Ramp Top Landing X-slope Bottom Landing X-slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and FAIRMOUNT AVENUE Perpendicular 0A0304 0A0172 no 12 Truncated Domes 47 13.2 3.9 7.4 7.7 53 4.2 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5769 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NNW and FAIRMOUNT AVENUE Perpendicular 0A0304 XA0180 no 12 Truncated Domes 8.1 8 7 48 6.1 1.4 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5766 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 8.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0304 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and FAIRMOUNT AVENUE Perpendicular 0A0304 XA0180 no 12.5 Truncated Domes 47.25 11.1 6.4 6.5 1.2 95.25 .3 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5768 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47.25 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and FAIRMOUNT AVENUE Perpendicular 0A0304 XA0180 no 12 Truncated Domes 7.3 8.3 7.9 49 3.9 .3 n/a 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5767 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 7.3 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET WN and FAIRMOUNT AVENUE Perpendicular 0A0304 XA0180 no 12.5 Truncated Domes 8.5 3.6 6.2 8.8 48.5 4.2 75 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5765 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and LINCOLN AVENUE Perpendicular 0A0304 0C0157 no 12 Truncated Domes 9.9 40.5 11.4 7.8 50.5 8.8 2.5 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5781 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0304 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and LINCOLN AVENUE Perpendicular 0A0304 0C0157 no 12 Truncated Domes 8.9 13.8 3.9 38.5 10.7 50 4.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5780 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 38.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and LINCOLN AVENUE Perpendicular 0A0304 0C0162 no 12 Truncated Domes 14.3 6.2 44 7.8 7.1 50.5 3.7 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5778 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and LINCOLN AVENUE Perpendicular 0A0304 0C0162 no 12 Truncated Domes 21 7.3 8.9 49 9.6 1.7 3.8 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5779 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 21 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and WILLOW STREET Perpendicular 0A0304 X20239 no 12 Truncated Domes 12.3 5.7 6.2 6.2 3.8 50 n/a 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5810 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0304 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SW and WILLOW STREET Perpendicular 0A0304 X20239 no 12 Truncated Domes 10.2 41.5 12.7 10.2 14.6 1.1 n/a 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 2 Severity 5811 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and GLENWOOD WAY No Curb Ramp 0A0311 050099 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5777 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year RICHMOND STREET NW and GLENWOOD WAY Parallel 0A0311 050099 no 12 Truncated Domes 12.8 14 8.6 9.1 3.4 1.9 1.8 1.6 59 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 1 Severity 5774 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 14 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and GLENWOOD WAY Perpendicular 0A0311 050099 no 12 Truncated Domes 12.8 36.5 2.9 13.7 5.4 n/a 4.4 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5775 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0311 RICHMO TBD FY RICHMOND STREET RICHMOND STREET NE and MOESER LANE Perpendicular 0A0311 0A0246 no 12 Truncated Domes 11.4 47 12.9 4.8 33 7.6 3.7 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5789 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 33 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and MOESER LANE Parallel 0A0311 0A0254 no 12 Truncated Domes 12.4 4.3 5.4 .7 .3 1.5 .8 1.1 48.5 .25 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 3 Severity 5786 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and PORTOLA AVENUE Perpendicular 0A0311 0B0081 no 12 Truncated Domes 8.9 12.9 3.9 40 14.2 10.6 49 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5793 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 40 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and PORTOLA AVENUE Parallel 0A0311 0B0081 no 12 Truncated Domes 10.5 6.9 8.7 3.3 .4 1.9 1 2 50.5 .25 PWD PC25B PCODE R303.2.2.3 ADAPROW • Proposed Solution: 4.8.4 ADAAG 3 Severity 5792 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at bottom landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 6.9 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0311 RICHMO TBD FY RICHMOND STREET RICHMOND STREET NW and PORTOLA AVENUE Perpendicular 0A0311 0B0084 10.5 no Truncated Domes 11.4 2.6 34.5 5.3 7.7 8.5 49 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5790 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 34.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and PORTOLA AVENUE Parallel 0A0311 0B0084 no 12 Truncated Domes 5.1 4.6 2.2 10 4.5 3.7 6.4 1.2 51.5 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 3 Severity 5791 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.5 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and SCHMIDT LANE Perpendicular 0A0311 0B0127 no 12 Truncated Domes 9.6 15.6 2.1 41.5 7.3 48 3.6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5800 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 41.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0311 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SW and SCHMIDT LANE Perpendicular 0A0311 0B0129 no 12 Truncated Domes 42 12.6 4.2 48 5.4 .7 4.4 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 4 Severity 5799 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and DONAL AVENUE Perpendicular 0A0313 050012 no 12 Truncated Domes 47.5 7 23 10.5 5.1 6.8 1.7 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5759 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 23 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and DONAL AVENUE Perpendicular 0A0313 050012 no 12 Truncated Domes 25 13.7 4.4 49 9.3 .2 3 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5758 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 25 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0313 RICHMO TBD FY RICHMOND STREET RICHMOND STREET NE and MANILA AVENUE Perpendicular 0A0313 0C0206 0 no Truncated Domes 9.3 46 14 5.6 12 9.3 9.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5785 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and MANILA AVENUE Perpendicular 0A0313 0C0206 0 no Truncated Domes 16.3 18.5 9.8 5 11.3 59.5 4.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5784 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and MANILA AVENUE Perpendicular 0A0313 0C0213 no 12 Truncated Domes 10.3 47.5 11.6 6.4 33 9.4 8.7 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5782 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 33 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0313 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SW and MANILA AVENUE Perpendicular 0A0313 0C0213 no 12 Truncated Domes 15.7 0 11.1 17.3 59 5.4 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5783 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and SCHMIDT LANE Perpendicular 0A0313 0B0127 no 12 Truncated Domes 13.2 47 16.9 3.1 12 10.2 3.6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5801 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 12 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and SCHMIDT LANE Perpendicular 0A0313 0B0129 no 12 Truncated Domes 13.3 45.5 10.7 16 6 11.1 1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5798 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 16 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and BLAKE STREET No Curb Ramp 0A0314 0C0351 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5752 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0314 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and BLAKE STREET No Curb Ramp 0A0314 0C0351 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5751 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year RICHMOND STREET NE and DONAL AVENUE Perpendicular 0A0314 050012 no 12 Truncated Domes 9.1 6.6 16.5 4.4 48 8.9 4 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5760 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 16.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and DONAL AVENUE Perpendicular 0A0314 050012 no 12 Truncated Domes 47.5 7.5 3.8 2.4 2.5 .5 52 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5757 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and GLADYS AVENUE Perpendicular 0A0314 050082 no 12 Truncated Domes 12.9 13.2 4 38 7 9.3 48.5 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5773 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.9 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0314 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and GLADYS AVENUE Perpendicular 0A0314 050082 no 12 Truncated Domes 10.5 47.5 11.2 4.3 31 6.3 14.1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5772 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and GLADYS AVENUE Perpendicular 0A0314 050086 no 12 Truncated Domes 12.9 14 2.6 20.5 17.5 11.2 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5770 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 20.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and GLADYS AVENUE Perpendicular 0A0314 050086 no 12 Truncated Domes 11.3 5.5 11.1 13.7 60.5 6 1 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5771 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 5.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and POTRERO AVENUE Perpendicular 0A0314 0A0281 no 12 Truncated Domes 12.7 14.8 9.5 23 6.7 6.1 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5797 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 23 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0314 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and POTRERO AVENUE Parallel 0A0314 0A0281 no 12 Truncated Domes 10.1 8.8 5.1 4.6 .5 7.7 7.7 1.2 77 4.5 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 2 Severity 5796 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.7 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and POTRERO AVENUE Perpendicular 0A0314 0A0284 no 12 Truncated Domes 11.9 8.1 9.5 2 1.6 48 3.9 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5794 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 9.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and POTRERO AVENUE Perpendicular 0A0314 0A0284 no 12 Truncated Domes 10.9 10.1 0 7.7 19.3 48 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5795 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and EUREKA AVENUE Parallel XA0308 0C0095 no 12 No Truncated Domes 12.1 8.4 2.1 5.8 44 7.0 1.2 0.4 2.5 0 PWD PC22B PCODE R303.2.2.2 ADAPROW • Proposed Solution: 4.8.6 ADAAG 2 Severity 5764 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope of existing parallel curb ramp exceeds Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 2.1% 7.0%; Slope of the Ramp X-slope Of The Ramp Width of the Ramp Top Landing X-slope Bottom Landing X-slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 3000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . XA0308 RICHMO TBD FY RICHMOND STREET RICHMOND STREET NW and EUREKA AVENUE Parallel XA0308 X20049 no 12 No Truncated Domes 13.5 6.7 6.3 5.8 1.6 0.6 1.5 0.2 60 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 4 Severity 5761 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.5 1127B.5.3 Slope of the Ramp X-slope Of The Ramp Width of the Ramp Top Landing X-slope Bottom Landing X-slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 3000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and STOCKTON AVENUE Perpendicular XA0308 0A0329 no 12 Truncated Domes 13.1 0 7.1 18.6 48 3.7 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5804 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and STOCKTON AVENUE Perpendicular XA0308 0A0329 no 12 Truncated Domes 10.8 2.1 29 18 4.9 5.9 48 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5803 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 29 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET SE and MOESER LANE Perpendicular YA0308 0A0246 no 13 Truncated Domes 8.6 47.5 41 10.5 15.7 7.9 .9 .25 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 3 Severity 5788 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 41 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . YA0308 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SW and MOESER LANE Perpendicular YA0308 0A0254 no 13.5 Truncated Domes 47.5 4.2 45.5 6.1 8.8 6.3 4.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5787 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and STOCKTON AVENUE Perpendicular YA0308 0A0329 no 12 Truncated Domes 10.2 2.2 42 5.5 14 48 9.8 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 3 Severity 5805 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and STOCKTON AVENUE Perpendicular YA0308 0A0329 no 12 Truncated Domes 12 20.7 5.9 9 .5 8.5 48 49.5 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 1 Severity 5802 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.0 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year RICHMOND STREET NE and WALDO AVENUE Perpendicular YA0308 020208 no 12 Truncated Domes 12.4 46.5 6.3 39.5 11 6.7 .3 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5809 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.4 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . YA0308 RICHMO TBD FY RICHMOND STREET RICHMOND STREET SE and WALDO AVENUE Perpendicular YA0308 020208 0 no Truncated Domes 10.5 15.8 0 .5 16.3 65 n/a 5 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5808 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET NW and WALDO AVENUE Perpendicular YA0308 020212 no 12 Truncated Domes 47.5 10.6 5.2 7.9 8.7 1.7 50 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5806 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET SW and WALDO AVENUE Perpendicular YA0308 020212 no 12 Truncated Domes 10.5 2.3 46 8.7 11.4 48 8.9 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5807 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year RICHMOND STREET Total Costs for Curb Ramps on $199,000.00 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 198 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . NB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE ESE and CONLON AVENUE Perpendicular NB0001 070256 0 no Truncated Domes 47 13.6 4.9 24.2 6.9 50 2.2 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5814 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.9 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE NE and CONLON AVENUE No Curb Ramp NB0001 070256 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5816 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year SAN PABLO AVENUE SSE and CONLON AVENUE Perpendicular NB0001 070256 0 no Truncated Domes 13.8 23 12.2 23.6 48 n/a n/a 0 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5815 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 13.8 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE ENE and CUTTING BOULEVARD Perpendicular NB0001 0A0133 no no 12 Truncated Domes 10.5 10.2 46.5 6.3 7.7 48 1.4 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5821 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border Unit Cost Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . NB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE NNE and CUTTING BOULEVARD Perpendicular NB0001 0A0133 no 79 Truncated Domes 7.2 40.5 6.6 7.2 8 50 8 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5820 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost TBD Fiscal Year SAN PABLO AVENUE SE and CUTTING BOULEVARD Perpendicular NB0001 0A0133 no no 12 Truncated Domes 9.6 38 5.4 2.7 49.5 10 1.4 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 2 Severity 5819 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE ESE and KNOTT AVENUE Perpendicular NB0001 000020 no 12 Truncated Domes 8.7 11.9 9.6 48.5 1.7 56 1.4 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 4 Severity 5824 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE NE and KNOTT AVENUE No Curb Ramp NB0001 000020 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5826 • As-Built Description: • As-Is Measurement: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.2 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . NB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE SSE and KNOTT AVENUE Perpendicular NB0001 000020 no 12 Truncated Domes 9.5 4.7 14.2 49 7.5 48 2.4 0 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5825 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE NE and OHIO STREET Parallel NB0001 070245 no 12 yes Truncated Domes 9.1 4.1 36 5.5 3.6 1.7 .9 1.3 1.4 0 PWD PC29B PCODE CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5828 • As-Built Description: • As-Is Measurement: (in) O/R Cross slope at top landing of existing parallel curb ramp exceeds Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4.1 1127B.5.4 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE SE and OHIO STREET Perpendicular NB0001 070245 11.75 no Truncated Domes 12 5.3 12.7 8.3 62.5 .1 n/a 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5827 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE ESE and WALL AVENUE Perpendicular NB0001 070279 no 12 Truncated Domes 46.5 20.5 5 13.7 1.1 1.5 1.2 .9 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5829 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 20.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . NB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE NE and WALL AVENUE Perpendicular NB0001 070279 no 12 Truncated Domes 13.3 31 15.1 48 10 1.8 .2 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5831 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 31 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE SSE and WALL AVENUE Perpendicular NB0001 070279 no 12.5 Truncated Domes 9.1 3.8 5 10.6 48 8.2 n/a 1.7 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 1 Severity 5830 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 9.1 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE NW and CONLON AVENUE Perpendicular SB0001 070256 12 n/a Truncated Domes 10.1 0 11.4 45 14.7 48 1.3 n/a n/a PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 1 Severity 5812 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk • Notes: Street level is higher than curb ramp by 1.75 inches. TBD Fiscal Year SAN PABLO AVENUE SW and CONLON AVENUE No Curb Ramp SB0001 070256 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5813 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . SB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE NW and CUTTING BOULEVARD Perpendicular SB0001 0A0137 no 12 Truncated Domes 47.5 2.1 7.9 6.1 n/a 83 .2 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 2 Severity 5817 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.8 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE SW and CUTTING BOULEVARD Perpendicular SB0001 0A0137 no no 12.5 Truncated Domes 8.6 47.75 11 7.5 11.9 1.9 0 PWD PC03A PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 2 Severity 5818 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 8.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE NW and KNOTT AVENUE No Curb Ramp SB0001 000154 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5822 • As-Built Description: • As-Is Measurement: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.4 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year SAN PABLO AVENUE SW and KNOTT AVENUE No Curb Ramp SB0001 000154 8.5 n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5823 • As-Built Description: • As-Is Measurement: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.9 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . SB0001 SPABLO TBD FY SAN PABLO AVENUE SAN PABLO AVENUE NW and WALL AVENUE Perpendicular SB0001 000305 no 12 Truncated Domes 8.4 10.6 3 .75 2.5 59 n/a 4.4 PWD PC66E PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.5.2 ADAAG 1 Severity 5832 • As-Built Description: • As-Is Measurement: (in) O/R An abrupt vertical level change exceeds 1/2" (or 1/4" without bevel) due to street overlay at transition between gutter and street surface. Grind street surface as necessary to provide 1:20 maximum slope in the pedestrian access route. inch 0.75 1127B.5.5 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Transition Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE SSW and WALL AVENUE Perpendicular SB0001 000305 no no 13 Truncated Domes 10.8 0 8 7.9 4.6 54 n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5833 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE WSW and WALL AVENUE Perpendicular SB0001 000305 no no 12 Truncated Domes 2.8 35 5.8 8.2 7.3 62 2.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5834 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 35 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year SAN PABLO AVENUE Total Costs for Curb Ramps on $74,000.00 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 204 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE SE and ELM STREET Perpendicular 0A0329 020029 no 13.5 Truncated Domes 5.2 7.2 .5 19.4 8.3 48 2.6 53 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 3 Severity 5843 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 5.2 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE SW and ELM STREET Perpendicular 0A0329 020029 no 12 Truncated Domes 14.8 13.2 14.3 7 48 1.4 59.5 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 5842 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 13.2 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NE and ELM STREET Perpendicular 0A0329 020032 no 14 Truncated Domes 42.5 11.5 7.3 8.9 1.9 97 3.4 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5844 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 42.5 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NW and ELM STREET Perpendicular 0A0329 020032 no 12 Truncated Domes 47 13.4 2.6 6.5 7.6 5.5 92 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5841 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE ENE and EVERETT STREET Perpendicular 0A0329 020069 no no 12 Truncated Domes 12.8 45 16.7 5.8 43 18.7 18.4 0 PWD PC02B PCODE R303.2.1.4 ADAPROW CSAS • Proposed Solution: 2 Severity 5852 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.8 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost Within Crosswalk TBD Fiscal Year STOCKTON AVENUE ESE and EVERETT STREET Perpendicular 0A0329 020069 no 13 Truncated Domes 47 2.2 14.4 21.8 7.7 8.7 71 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5849 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NNE and EVERETT STREET Perpendicular 0A0329 020069 no 12 Truncated Domes 12.5 42 12.9 4.1 16.8 12.9 86 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5851 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 12.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NNW and EVERETT STREET Perpendicular 0A0329 020069 no 12 Truncated Domes 15.9 10.1 6.2 4.3 49.5 1.2 103 .25 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5846 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.1 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE SSE and EVERETT STREET Perpendicular 0A0329 020069 no 13 Truncated Domes 11.7 12 5.3 7.3 15.4 48.5 115 0 PWD PC03B PCODE R303.2.1.1 ADAPROW CSAS • Proposed Solution: 4.7.2; 4.8.2 ADAAG 3 Severity 5850 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp is less than 5% or greater than 8.3%. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.7 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE SSW and EVERETT STREET Perpendicular 0A0329 020069 no 12 Truncated Domes 17.6 10.5 10.5 6 49 .5 82 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 2 Severity 5847 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 10.5 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 1500 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE WN and EVERETT STREET Perpendicular 0A0329 020069 no 12 Truncated Domes 9.4 13.7 7.7 12.5 11.6 48.5 78.5 .25 PWD PC06B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4 ADAAG 2 Severity 5845 • As-Built Description: • As-Is Measurement: (in) O/R Running slope at top landing of existing perpendicular curb ramp exceeds the 1:48 maximum. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 7.7 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE WSW and EVERETT STREET Perpendicular 0A0329 020069 no 12 Truncated Domes 13.5 32 10.5 12.5 7.7 48 .6 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5848 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 32 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE NE and LIBERTY STREET Perpendicular 0A0329 020129 no 12 Truncated Domes 11 13.8 7.6 7 48 n/a n/a 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5868 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. landing no 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NW and LIBERTY STREET Perpendicular 0A0329 020129 no 12 Truncated Domes 11.5 10.5 15.3 13.8 50.5 n/a n/a 0 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5865 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 11.5 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE SE and LIBERTY STREET Perpendicular 0A0329 020129 11.5 no Truncated Domes 14.4 10.4 15.2 49.5 4.6 n/a n/a 0 PWD PC02B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5867 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 14.4 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE NE and NORVELL STREET Perpendicular 0A0329 020146 no 12 Truncated Domes 46 15.5 11.8 8.3 n/a n/a 4 0 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5873 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NW and NORVELL STREET Perpendicular 0A0329 020146 no 12 Truncated Domes 8.6 47 19.3 2.8 n/a n/a .2 .25 PWD PC53D PCODE R303.3.2 ADAPROW CSAS • Proposed Solution: 4.7.7 ADAAG 1 Severity 5869 • As-Built Description: (in) O/R No detectable warning surface provided where a curb ramp, landing, or blended transition connects to a crosswalk. Install a 36" long truncated dome surface. 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Detectable Warnings Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year STOCKTON AVENUE SE and NORVELL STREET Perpendicular 0A0329 020146 no 13 Truncated Domes 10.6 6.9 17.6 48 2.1 n/a n/a 0 PWD PC02A PCODE R303.2.1 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 1 Severity 5872 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, perpendicular curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.6 1127B.5.3 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE SSW and NORVELL STREET Perpendicular 0A0329 020146 no 13 Truncated Domes 47 14.7 18.2 5.3 6.7 .5 92 0 PWD PC52B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 5870 • As-Built Description: • As-Is Measurement: (in) O/R Clear width of ramp run is less than 48". Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 47 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Width Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0A0329 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE WSW and NORVELL STREET Perpendicular 0A0329 020146 no 13 Truncated Domes 13.1 46 19.3 2.6 32 10.8 16.5 0 PWD PC05B PCODE R303.2.1.3 ADAPROW CSAS • Proposed Solution: 4.8.4(1) ADAAG 2 Severity 5871 • As-Built Description: • As-Is Measurement: (in) O/R Top landing at existing perpendicular curb ramp is less than 48" x 48" (60" length x ramp width preferred). Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. inches 32 1127B.5.4 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 4000 Ramp Landing Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year STOCKTON AVENUE NE and SEAVIEW DRIVE(R) No Curb Ramp 0B0156 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5881 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6571 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Seaview Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE NW and SEAVIEW DRIVE(R) No Curb Ramp 0B0156 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5878 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0156 STOCKT TBD FY STOCKTON AVENUE N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6570 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Seaview Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE SE and SEAVIEW DRIVE(R) No Curb Ramp 0B0156 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5880 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6572 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Seaview Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE SW and SEAVIEW DRIVE(R) No Curb Ramp 0B0156 030220 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5879 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0156 STOCKT TBD FY STOCKTON AVENUE N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6573 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Seaview Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE NE and SHELVIN DRIVE No Curb Ramp 0B0156 030233 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5885 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NW and SHELVIN DRIVE No Curb Ramp 0B0156 030233 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5882 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE SE and SHEVLIN DRIVE No Curb Ramp 0B0156 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5884 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0156 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE SW and SHEVLIN DRIVE No Curb Ramp 0B0156 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5883 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NE and GALVIN DRIVE No Curb Ramp 0B0160 Y30115 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5856 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6575 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Galvin Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE NW and GALVIN DRIVE No Curb Ramp 0B0160 Y30115 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5853 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0160 STOCKT TBD FY STOCKTON AVENUE N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6574 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Galvin Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE SE and GALVIN DRIVE No Curb Ramp 0B0160 Y30115 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5855 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6576 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Galvin Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE SW and GALVIN DRIVE No Curb Ramp 0B0160 Y30115 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5854 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0160 STOCKT TBD FY STOCKTON AVENUE N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6577 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost • Notes: Stockton Avenue and Galvin Drive intersect twice. TBD Fiscal Year STOCKTON AVENUE SE and POMONA AVENUE No Curb Ramp 0B0160 020170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5876 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE SW and POMONA AVENUE No Curb Ramp 0B0160 020170 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5875 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NE and POMONA AVENUE No Curb Ramp 0B0160 020173 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5877 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0160 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE NW and POMONA AVENUE No Curb Ramp 0B0160 020173 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5874 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NE and TERRACE DRIVE No Curb Ramp 0B0160 0B0182 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6475 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NW and TERRACE DRIVE No Curb Ramp 0B0160 0B0182 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5886 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE SE and TERRACE DRIVE No Curb Ramp 0B0160 0B0182 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6474 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0160 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE SW and TERRACE DRIVE No Curb Ramp 0B0160 0B0182 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5887 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NE and AVIS DRIVE No Curb Ramp 0C0313 0C0015 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5836 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NW and AVIS DRIVE No Curb Ramp 0C0313 0C0015 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5835 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE NE and TERRACE DRIVE No Curb Ramp 0C0313 0B0182 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5889 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0C0313 STOCKT TBD FY STOCKTON AVENUE STOCKTON AVENUE SE and TERRACE DRIVE No Curb Ramp 0C0313 0B0182 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5888 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year STOCKTON AVENUE Total Costs for Curb Ramps on $148,000.00 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 218 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0172 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE SE and GELSTON PLACE Parallel 0B0172 030128 12 n/a Truncated Domes 17.0 14.2 8.2 4.5 7.7 11.9 47 8 8.4 49.5 49.5 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 6516 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 17.0% 14.2%; 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Ramp Slope Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year TERRACE DRIVE SW and GELSTON PLACE Parallel 0B0172 030128 12 n/a Truncated Domes 10.7 47.5 47.5 8.7 6.5 44 21.4 2.3 0 PWD PC02B PCODE R303.3.1 ADAPROW CSAS • Proposed Solution: 4.7.3 ADAAG 4 Severity 6515 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing perpendicular curb ramp does not cut at right angles through the curb or meets the gutter grade break at right angles. Demolish existing and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 10.7 1127B.5.2 Slope of the Ramp Left Flare Width of the Ramp Right Flare Top Landing Slope Top Landing Length Gutter Slope Gutter Lip 2500 Perpendicular Curb Ramp Grooved Border (in) (in) (in) Unit Cost n/a Within Crosswalk TBD Fiscal Year TERRACE DRIVE NW and KING DRIVE Parallel 0B0172 030153 12 n/a Truncated Domes 47.5 47.5 3.0 13.2 2.6 6.3 3.5 1.7 0.9 1.2 48.5 0 PWD PC70D PCODE R303.3.5 ADAPROW CSAS • Proposed Solution: 4.7.2 ADAAG 1 Severity 6513 • As-Built Description: • As-Is Measurement: (in) O/R 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. Demolish gutter or street area as required and provide new. % 13.2 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 4000 Gutter Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year TERRACE DRIVE SW and KING DRIVE Parallel 0B0172 030153 12.5 n/a Truncated Domes 17.3 3.1 47.5 47.5 3.0 1.2 5.6 0.9 0.9 48.5 .7 0 PWD PC21B PCODE R303.2.2.1 ADAPROW CSAS • Proposed Solution: 4.8.2 ADAAG 1 Severity 6514 • As-Built Description: • As-Is Measurement: (in) O/R Running slope of existing parallel curb ramp is less than 5% or more than 8.3%. Demolish existing curb ramp and provide new, parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. % 4750 1127B.5.3 Slope of the Ramp X-Slope of the Ramp Width of the Ramp Top Landing X-Slope Bottom Landing X-Slope Bottom Landing Length Gutter Slope Gutter Lip (LEFT) (RIGHT) 2500 Ramp Slope Grooved Border (in) (in) (in) Unit Cost yes Within Crosswalk TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0175 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE NE and HANCOCK WAY No Curb Ramp 0B0175 030142 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5899 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SE and HANCOCK WAY No Curb Ramp 0B0175 030142 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5898 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NE and SHEVLIN DRIVE No Curb Ramp 0B0175 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6505 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NW and SHEVLIN DRIVE No Curb Ramp 0B0175 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6502 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0175 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE SE and SHEVLIN DRIVE No Curb Ramp 0B0175 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6504 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and SHEVLIN DRIVE No Curb Ramp 0B0175 0B0144 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6503 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NW and HANCOCK WAY No Curb Ramp 0B0177 030142 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5896 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and HANCOCK WAY No Curb Ramp 0B0177 030142 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5897 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0177 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE NW and LEVISTON AVENUE No Curb Ramp 0B0177 030164 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5900 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and LEVISTON AVENUE No Curb Ramp 0B0177 030164 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5901 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NE and PARK WAY No Curb Ramp 0B0177 030187 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5905 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NW and PARK WAY No Curb Ramp 0B0177 030187 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5902 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0177 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE SE and PARK WAY No Curb Ramp 0B0177 030187 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5904 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and PARK WAY No Curb Ramp 0B0177 030187 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5903 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NE and COLUSA AVENUE No Curb Ramp 0B0182 0C0059 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6478 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NW and COLUSA AVENUE No Curb Ramp 0B0182 0C0059 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6479 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE SE and COLUSA AVENUE No Curb Ramp 0B0182 0C0059 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5893 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and COLUSA AVENUE No Curb Ramp 0B0182 0C0059 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5892 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NE and GALVIN DRIVE No Curb Ramp 0B0182 0B0028 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6481 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE NW and GALVIN DRIVE No Curb Ramp 0B0182 0B0028 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5894 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year S a 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--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC TBD FY TERRACE DRIVE TERRACE DRIVE SE and GALVIN DRIVE No Curb Ramp 0B0182 0B0028 N/A 0 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 6480 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE SW and GALVIN DRIVE No Curb Ramp 0B0182 0B0028 n/a n/a PWD PC01B PCODE R303.1 ADAPROW CSAS • Proposed Solution: 4.7.1 ADAAG 1 Severity 5895 • As-Built Description: (in) O/R Curb ramp or blended transition not provided where a pedestrian access route crosses a curb. Provide a parallel curb ramp, including detectable warning surfaces, and top and bottom landings as required. 1127B.5.1 Slope of the Ramp Width of the Ramp 2500 Access Route Unit Cost TBD Fiscal Year TERRACE DRIVE Total Costs for Curb Ramps on $68,000.00 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 225 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC TBD FY TERRACE DRIVE TBD Total Costs for Curb Ramps in $1,806,750.00 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 226 May 2009 ---PAGE BREAK--- ADA Transition Plan - Intersections Codes / Mitigation Info Existing Access Barrier and Proposed Solution CITY OF EL CERRITO Record # Ramp Type Street 1 Street 2 Orientation Measurements . 0B0182 TERRAC TBD FY TERRACE DRIVE Total Costs for Curb Ramps in the City of El Cerrito $2,211,750.00 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 227 May 2009