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• 0 DAVID EVANS aNn ASSOCIATES IN~ DATE: December 3, 2009 TO: Tricia Thomson, P.E. City of Redmond P.O. Box 97010 MS: 2NPW Memorandum Redmond, W A 98073-971 0 FROM: Kirk Harris, P.E. SUBJECT: Concept Level Design and Cost Estimate PROJECT: !66th Avenue NE, 4-3 Lane Corridor Conversion PROJECT NO.: RMDX0000-0051 COPIES: File This memorandum summarizes corridor design options identified as part of the preliminary design efforts for the !66th A venue NE 4 - 3 Lane Corridor Conversion Project between NE 85th Street and approximately NE tOOth Street (near the frontage of Redmond Junior High). The City's Transportation Master Plan (TMP) classifies this roadway as a multi-modal corridor, requiring consideration for multiple modes of travel, such as by car, bus, bicycle, and walking. In January 2009, three roadway section options (Options A, B, and C) were prepared to illustrate how the corridor could be changed from the existing four lane section to a three lane section. Each developed roadway section option illustrates the base roadway section, the typical section at a new median/mid- block crosswalk, the typical section at a new bus/transit pullout, and the roadway section at the intersection with NE 851h Street. The median/mid-block crosswalks and bus pullouts are optional design elements that may either be included or excluded from the base roadway section. The concept plans and construction cost estimates include these optional design elements. In addition to the roadway sections identified as Options A, B, and C, there is also the option to simply restripe the existing roadway section of four 11-foot vehicular lanes to three 11-foot vehicular lanes with two 5.5-foot bicycle lanes. In the fall of2008, the 1661h Avenue NE corridor between NE lOOtl' Street and NE 1041h Street was converted from 4 vehicular lanes to 3 vehicular lanes plus 2 bicycle lanes in conjunction with the installation of a new traffic signal at the intersection of 166th Avenue NE and NE 104th Street. A challenge to using the same 4-3 corridor conversion roadway section on the portion of 1661h Avenue NE between NE 85 Street and NE 97lh Street is the existing relatively steep roadway grade which ranges between 13.6% and 5.9%. The steep grade will preclude many bicyclists from using the uphill bicycle lane. The downhill bicycle lane may not end up being fully utilized since on long steep downhill grades bicyclists tend to move further from the curb and gutter to their right, encroaching upon and effectively using the adjacent vehicular lane to their left. 415 -118th Avenue SE Bellevue, WA 98005-3518 Phone: (425) 519-6500 Facsimile: (425) 519-5361 ---PAGE BREAK--- Tricia Thomson, P.E. December 3, 2009 Page 2 Options A, B, and C take into account the steep grades of the I 66th A venue NE corridor as well as provide increased lateral separation between the pedestrians on the sidewalk and vehicles in the roadway, one of the expressed desired outcomes of corridor conversion project. Project Goals I Corridor Conversion Considerations In addition to increasing the lateral separation between pedestrians on the sidewalk and vehicles in the roadway, other stated desires of the corridor conversion project include: • Improved ability for pedestrians to safely cross the 166tl' A venue NE corridor • Improved areas at transit stops along this TMP-classified multi-modal corridor • Improved locations, and possible consolidations, of transit stops along the corridor • Improved aesthetics through landscape enhancements along the corridor • Consideration of impedance to traffic flow in the northerly (uphill) direction • Consideration of impedance to traffic flow in the southerly (downhill) direction near NE 85th St. Design Option Elements In an effort to address each of the preceding desired outcomes for the project, each of the design options (Option A, B, and C) include: • Four median/mid-block crosswalks • Three transit/bus pullouts in the northerly (uphill) direction of travel • Proposed locations of consolidated transit stops • Maintains the existing southbound to westbound right-turn only lane at NE 85th Street. The following describes the unique features of the base roadway section for each design option: Option A • Creates a 5.5 foot bicycle lane buffer to the existing sidewalk on both sides • Maintains the existing curb, gutter, and sidewalk on both sides Option B • Creates a 5.5 foot bicycle lane buffer to the existing sidewalk on the east (uphill) side • Creates a 15 foot shared use (bicycles and vehicles) wide curb lane on the west (downhill) side • Maintains the existing curb, gutter, and sidewalk on the east (uphill) side • Adds a new 2 foot landscape buffer, curb, and gutter on the west ( side Option C • Adds a new wider 8 foot sidewalk on the east (uphill) side instead of a 5.5 foot bicycle lane • Creates a 15 foot shared use (bicycles and vehicles) wide curb lane on the west (downhill) side • Adds a new 2 foot landscape buffer, curb, and gutter on both sides ---PAGE BREAK--- Tricia Thomson, P.E. December 3, 2009 Page 3 Right-of-Way Issues ~ - The base roadway section for each roadway section option (Options A, B, and C) fits within the existing 60 foot right-of-way along the corridor. The proposed bus pullouts illustrated in the concept plans do not fit within existing right-of-way and would require approximately 8 to 10 additional feet of right-of-way to construct the widened roadway, new sidewalk, and a block retaining wall at the back of sidewalk. Concept Level Cost Assumptions and Cost Estimate Cost assumptions in support of the concept level cost estimate in Table 1 include: • Each of the design options includes illuminated medians/mid-block crosswalks. • Bus pullout locations were determined based upon site investigation and to minimize relocation of existing above ground utilities. Gravity block walls at the back of sidewalk are included. • Modifications to the storm sewer system were incorporated on an as-needed basis when new curb and gutter locations warranted new laterals to the existing trunk system. • The amount of net new impervious surface area for this project is anticipated to be less than 5,000 square feet; therefore water quality measures are not included with this cost estimate. Table 1 -Concept Level Design Cost Estimates Strieing Onll£ Oetion A Option B Oetion c Two5.5' Two 5.5' One 5.5' Bike One 5.5' Bike Construction Group Items Bike Lanes Bike Lanes Lane & One 15' Lane & One 8' + X-Walks & Shared Use Lane Sidewalk Bus Pullouts + X-Walks & Bus + X-Walks & Bus Preparation $28,500 $159,400 $236,300 $386,650 Grading $0 $15,860 $42,500 $87,850 Pavement $0 $40,800 $87,600 $135,600 Storm Sewer $0 $13,725 $34,350 $108,000 TESC and Landscaping $1,000 $3,000 $95,700 $172,630 Concrete $0 $41,590 $101,360 $233,990 Traffic I Walls $67,600 $273,400 $265,200 $452,950 Construction Cost Subtotal $97,100 $547,775 $870,510 $1,582,670 Construction Contingencies $19,420 $109,560 $174,1 10 $316,540 (20% of Construction Subtotal) Construction Cost Total $116,520 $657,335 $1,044,620 $1,899,210 Right-of-Way at Bus Pullouts $0 $135,000 $135,000 $135,000 (Property and Services) Design Engineering $17,500 $98,700 $156,700 $284,900 (15% of Construction Cost) Project Cost Total $134,020 $891,035 $1,336,320 $2,319,110 ---PAGE BREAK--- Tricia Thomson, P.E. December 3, 2009 Page 4 ~ - Summary Several improvement options exist for the !66th A venue NE 4 - 3 Lane Corridor Conversion Project between NE 85 1h Street and approximately NE lOOt!' Street (near the frontage of Redmond Junior High). Design concepts range from simply restriping the existing four-lane configuration to a three-lane configuration, to reconstructing each side of the roadway edge treatment to accommodate a particular roadway section design option. The City's TMP classifies this stretch of roadway as a multi-modal corridor thus requiring consideration of multiple modes oftravel including, vehicular, transit, bicycling, and walking. Therefore a combination of decision factors for this project including roadway classification, the project's goals, and its' project costs should be taken into consideration when selecting a preferred alternative for corridor improvements. Steps to seek and incorporate public input will be another valuable part of the design development process to determine what improvements, if any, are selected by the City for this corridor. Enclosures: Option A 14 Half-size sheets (I of Roadway Sections and 13 Plan and Profile Drawings) (3 copies) 2 Roll plots of I 66th A venue NE (NE 85th toNE 95th, and NE 95th toNE 1 04th) ( 1 copy) Construction Cost Estimate Breakdown (1 copy) Option B 14 Half-size sheets (1 of Roadway Sections and 13 Plan and Profile Drawings) (3 copies) 2 Roll plots of !66th Avenue NE (NE 85th toNE 95th, and NE 95th toNE 104th) (1 copy) Construction Cost Estimate Breakdown ( 1 copy) Option C 14 Half-size sheets (I of Roadway Sections and 13 Plan and Profile Drawings) (3 copies) 2 Roll plots of I 66th Avenue NE (NE 85th toNE 95th, and NE 95th toNE 104th) (I copy) Construction Cost Estimate Breakdown (I copy) p:lr\nndx00000051 \0600info\0670reports\166th corridor concepts_draft memo _2009-12-03.doc ---PAGE BREAK--- City of Redmond .AVID I IIANS 166th Ave NE 4-3 Lane Conversion AS SOC IATE8 1"40'. Option A - Two 5.5 Foot Bike Lanes Prepared By: KJP Construction Cost Estimate Checked By: KAHA Date: 11/23/09 ITEM SPEC. UNIT TOTAL NO. SECTION ITEM UNIT QTY PRICE AMOUNT Pre~rauon 1 1.04 M1nor Change EST s 20,000.00 $20,000 $10,000 2 1.05 Surveying LS s 15.000.00 $15,000 $7,500 3 1-07 Temporary Water Pollution/Erosion Control LS $3,000.00 $3,000 4 1-07 Spill Prevention, Control and Countermeasures (SPCC) Plan LS $500.00 $500 5 1-07 Potholing FA $5,000.00 $5,000 6 1.09 Mobilization LS $50,000.00 $50,000 $9,000 7 1-10 Temporary Traffic Control Devices LS 1 $15,000 $15,000 8 1-10 Traffic Control Labor HOUR 640 $45.00 $28,800 9 2-01 Clearing and Grubbing LS $3,000.00 $3,000 10 2.02 Removal of Structures and Obstructions LS 1 $2,000.00 $2,000 $2,000 11 2.02 Remove Cement Cone. Curb and Gutter LF 620 $5.00 $3,100 12 2.02 Remove Cement Cone. Sidewalk/Driveway SY 350 $10.00 $3,500 13 2.02 Remove Existing Pavement SY 700 $15.00 $10,500 $159 400 $28,500 Grad In 14 2.03 Roadway Excavation Incl. Haul CY 120 $23,00 $2,760 15 4.04 Crushed Surfacing Top Course TON 220 $35.00 $7,700 16 6.Q2 Gravel Backfill For Wall CY 120 $45.00 $5,400 $15,860 $0 Pavement 17 5.Q4 HMA CL. 1/2" PG 64-22 TON 260 $ 120.00 $31 ,200 18 5.Q5 Patterned Color Concrete SY 160 $60.00 $9,600 $40,800 so Storm Sewer 19 7.04 Storm Sewer Pipe 12 ln. Diam. LF 50 $45.00 $2,250 20 7.05 Catch Basin Type 1 EACH 5 $ 1,200.00 $6,000 21 7.05 Connection to Existing Drainage Structure EACH 5 $500.00 $2,500 22 7.05 Locking Solid Metal Cover and Frame for Catch Basin EACH 5 $400.00 $2,000 23 7.08 Bank Run Gravel For Trench Backfill CY 25 $30.00 $750 24 7.08 Removal and Replacement of Unsuitable Material CY 5 $45.00 $225 $13,725 $0 TESC and Landscaeln!! 25 8.01 Inlet Protection EACH 10 $100.00 $1,000 $1,000 26 8.02 Property Restoration FA 1 $2,000.00 $2,000 $3,000 $1,000 Concrete 27 8.Q4 Cement Concrete Curb and Gutter, Type A LF 1,040 $21.00 $21,840 28 8-14 Cement Concrete Sidewalk SY 250 $35.00 $8,750 29 8-14 Cement Concrete Sidewalk Ramp Type 2 EACH 11 $1 ,000.00 $1 1,000 $41,590 $0 Trame: I W•lls 30 8.09 Raised Pavement Marker Type 1 EACH 4,300 s 2.00 $8,600 $8,600 31 8.09 Raised Pavement Marker Type 2 EACH 900 s 5.00 $4,500 $4,500 32 8-12 Chain Link Fence Type 4 LF 460 $20.00 $9,200 33 8-20 Illuminated Mid-Block Crosswalk System EACH 4 $25,000.00 $100,000 34 8-21 Permanent Signing LS 1 s 10,000.00 $10,000 $10,000 35 8-22 Dura-Stripe Edge Line, 8 Inch VI/ide LF 8,200 s 2.00 $16,400 $16,400 36 8-22 Dura-Stripe Crosswalk Line SF 1,000 s 5.00 $5,000 $5,000 37 8-22 Plastic Bicycle Lane Symbol EACH 38 s 150.00 $5,700 $5,700 38 8-22 Plastic Traffic Arrow EACH 34 s 100.00 $3,400 $3,400 39 8-22 Removing Pavement Markings LS s 14,000.00 $14,000 $14,000 40 8-24 Grav~y Block Wall SF 3,220 $30.00 $96,600 $273,400 $67,600 OPTION A - PRELIMINARY CONSTRUCTION SUBTOTAL $547,775 $97, 100 CONSTRUCTION CONTINGENCIES (20% OF CONSTRUCTION SUBTOTAL) $109,560 $19,420 OPTION A · PRELIMINARY CONSTRUCTION TOTAL $657,335 $116,520 RIGHT-OF-WAY ACQUISITION (3 BUS PULLOUTS@ 1,200SF EACH@ $25/SF) $90,000 RIGHT-OF-WAY ACQUISITION SERVICES (3 PARCELS) $45,000 DESIGN ENGINEERING (15% OF CONSTRUCTION SUBTOTAL) $98,700 $17,500 OPTION A · TOTAL PROJECT COST (INCL. BUS PULLOUTS) $891,035 TOTAL PROJECT COST (STRIPING ONLY) $134,020 Tab: Concept Cost Estimate Page 1 of 1 File: P:lt\RMDX00000051\06001NF0\0650DesignDocuments\0653Estimates\RMDX0051 Cost Estimate· Option A.xls Printed: 1217/2009 ---PAGE BREAK--- City of Redmond .AV40 0 VAN S 166th Ave NE 4-3 Lane Conversion A.W:,ASSOCtA"'tES t"'O. Option B ·One 15 Foot Shared Lane and One 5.5 Foot Bike Lane Prepared By: KJP Preliminary Construction Cost Estimate Checked By: KAHA Date: 11/23/09 ITEM SPEC. UNIT TOTAL NO. SECTION ITEM UNIT QTY PRICE AMOUNT Preparation 1 1-04 Minor Change EST $20,000.00 $20,000 2 1-05 Surveying LS $25,000.00 $25,000 3 1-07 Temporary Water Pollution/Erosion Control LS $3,000.00 $3,000 4 1-07 Spill Prevention, Control and Countermeasures (SPCC) Plan LS $500.00 $500 5 1-07 Potholing FA $ 10,000.00 $10,000 6 1-09 Mobilization LS $80,000.00 $80,000 7 1-10 Temporary Traffic Control Devices LS $15,000 $15,000 8 1-10 Traffic Control Labor HOUR 640 $45.00 $28,800 9 2-01 Clearing and Grubbing LS 1 $2,000.00 $2,000 10 2-02 Removal of Structures and Obstructions LS 1 $2,000.00 $2,000 11 2-02 Remove Cement Cone. Curb and Gutter LF 3,000 $5.00 $15,000 12 2-02 Remove Cement Cone. Sidewalk/Driveway SY 500 $10.00 $5,000 13 2-02 Remove Existing Pavement SY 2,000 $15.00 $30,000 $236,300 Grading 14 2-03 Roadway Excavation Incl. Haul CY 700 $23.00 $16,100 15 4-04 Crushed Surfacing Top Course TON 600 $35.00 $21,000 16 6-02 Gravel Backfill For Wall CY 120 $45.00 $5,400 $42,500 Pavement 17 5-04 HMA CL. 1/2" PG 64-22 TON 650 $ 120.00 $78,000 18 5-05 Patterned Color Concrete SY 160 $60.00 $9,600 $87,600 Stonn Sewer 19 7-04 Storm Sewer Pipe 12 ln. Diam. LF 80 $45.00 $3,600 20 7-05 Catch Basin Type 1 EACH 14 $ 1,200.00 $16,800 21 7-05 Connection to Existing Drainage Structure EACH 14 $500.00 $7,000 22 7-05 Locking Solid Metal Cover and Frame for Catch Basin EACH 14 $400.00 $5,600 23 7-08 Bank Run Gravel For Trench Backfill CY 30 $30.00 $900 24 7-08 Removal and Replacement of Unsuitable Material CY 10 $45.00 $450 $34,350 TESC and Landscaping 25 8-01 Inlet Protection EACH 28 $ 100.00 $2,800 26 8-02 Topsoil Type A CY 300 $36.00 $10,800 27 8-02 Bark or Wood Chip Mulch CY 60 $35.00 $2,100 28 8-02 PSIPE, Groundcover- Variety TBD EACH 8,000 $10.00 $80,000 29 8-02 Property Restoration FA 1 $2,000.00 $2,000 $95,700 Concrete 30 8-04 Cement Concrete Curb and Gutter, Type A LF 3,410 $21.00 $71,610 31 8-06 Cement Concrete Driveway Entrance SY 250 $70.00 $17,500 32 8-14 Cement Concrete Sidewalk SY 350 $35.00 $12,250 33 8-14 Cement Concrete Sidewalk Ramp Type 2 EACH 13 $ 1,000.00 $13,000 $101,360 Traffic/ Walls 34 8-09 Raised Pavement Marker Type 1 EACH 4,300 $2.00 $8,600 35 8-09 Raised Pavement Marker Type 2 EACH 900 $5.00 $4,500 36 8-12 Chain Link Fence Type 4 LF 460 $20.00 $9,200 37 8-20 Illuminated Mid·Biock Crosswalk System EACH 4 $25,000.00 $100,000 38 8-21 Permanent Signing LS 1 $10,000.00 $10,000 39 8-22 Dura-Stripe Edge Line, 8 Inch Wide LF 4,100 $2.00 $8,200 40 8-22 Dura-Stripe Crosswalk Line SF 1,000 $5.00 $5,000 41 8-22 Plastic Bicycle Lane Symbol EACH 38 $ 150.00 $5,700 42 8-22 Plastic Traffic Arrow EACH 34 $ 100.00 $3,400 43 8-22 Removing Pavement Markings LF 1 $ 14,000.00 $14,000 44 8-24 Gravity Block Wall SF 3,220 $30.00 $96,600 $265,200 OPTION B ·PRELIMINARY CONSTRUCTION SUBTOTAL $870,510 CONSTRUCTION CONTINGENCIES (20% OF CONSTRUCTION SUBTOTAL) $174,110 OPTION B- PRELIMINARY CONSTRUCTION TOTAL $1,044,620 RIGHT-OF-WAY ACQUISITION (3 BUS PULLOUTS@ 1 ,200SF EACH @ $25/SF) $90,000 RIGHT-OF-WAY ACQUISITION SERVICES (3 PARCELS) $45,000 DESIGN ENGINEERING (15% OF CONSTRUCTION SUBTOTAL) $156,700 OPTION B- TOTAL PROJECT COST (INCL. BUS PULLOUTS) $1,336,320 Tab: Concept Cost Estimate Page 1 oft File: P:lt\RMDX00000051106001NF0\0650DesignDocuments\0653Estimates\RMDX0051 Cost Estimate- Option B. xis Printed: 1217/2009 ---PAGE BREAK--- City of Redmond AVIO IIVANS 166th Ave NE 4-3 Lane Conversion ""NOA$80C1ATES Option C - One 15 Foot Shared Lane and One 8 Foot Sidewalk Prepared By: KJP Preliminary Construction Cost Estimate Ch ecked By: KAHA Date: 11/23/09 ITEM SPEC. UNIT TOTAL NO. SECTION ITEM UNIT QTY PRICE AMOUNT Preparation 1-04 Minor Change EST $20,000.00 $20,000 2 1-05 Surveying LS $45,000.00 $45,000 3 1-07 Temporary Water Pollution/Erosion Control LS $3,000.00 $3,000 4 1-07 Spill Prevention, Control and Countermeasures (SPCC) Plan LS $500.00 $500 5 1-07 Potholing FA $20,000.00 $20,000 6 1-09 Mobilization LS $ 144,000.00 $144,000 7 1-10 Temporary Traffic Control Devices LS 1 $15,000 $15,000 8 1-10 Traffic Control Labor HOUR 640 $45.00 $28,800 9 2-01 Clearing and Grubbing LS $2,000.00 $2,000 10 2-02 Removal of Structures and Obstructions LS 1 $ 15,000.00 $15,000 11 2-02 Remove Cement Cone. Curb and Gutter LF 5,830 $5.00 $29,150 12 2-02 Remove Cement Cone. Sidewalk/Driveway SY 1,860 $10.00 $18,600 13 2-02 Remove Existing Pavement SY 3,040 $15.00 $45,600 $386,650 Grading 14 2-03 Roadway Excavation Incl. Haul CY 1,150 $23.00 $26,450 15 4-04 Crushed Surfacing Top Course TON 1,330 $35.00 $46,550 16 S-02 Gravel Backfill For Wall CY 330 $45.00 $14,850 $87,850 Pavement 17 5-04 HMA CL. 1/2" PG 64-22 TON 1,050 $ 120.00 $126,000 18 5-05 Patterned Color Concrete SY 160 $60.00 $9,600 $135,600 Storm Sewer 19 7-04 Storm Sewer Pipe 12 ln. Diam. LF 330 $45.00 $14,850 20 7-05 Catch Basin Type 1 EACH 42 $ 1,200.00 $50,400 21 7-05 Connection to Existing Drainage Structure EACH 42 $500.00 $21,000 22 7-05 Locking Solid Metal Cover and Frame for Catch Basin EACH 42 $400.00 $16,800 23 7-08 Bank Run Gravel For Trench Backfill CY 120 $30.00 $3,600 24 7-08 Removal and Replacement of Unsuitable Material CY 30 $45.00 $1,350 $108,000 TESC and Landscaping 25 8-01 Inlet Protection EACH 84 $ 100.00 $8,400 26 8-02 Topsoil Type A CY 530 $36.00 $19,080 27 8-02 Bark or Wood Chip Mulch CY 90 $35.00 $3,150 28 8-02 PSIPE, Groundcover- Variety TBD EACH 14,200 $10.00 $142,000 29 8-02 Property Restoration FA 1 $10,000.00 $10,000 $172,630 Concrete 30 8-04 Cement Concrete Curb and Gutter, Type A LF 5,840 $21.00 $122,640 31 8-06 Cement Concrete Driveway Entrance SY 250 $70.00 $17,500 32 8-14 Cement Concrete Sidewalk SY 1,910 $35.00 $66,850 33 8-14 Cement Concrete Sidewalk Ramp Type 2 EACH 27 $ 1,000.00 $27,000 $233,990 Traffic/Walls 33 8-09 Raised Pavement Marker Type 1 EACH 4,300 $2.00 $8,600 34 8-09 Raised Pavement Marker Type 2 EACH 900 $4.50 $4,050 35 8-12 Chain Link Fence Type 4 LF 1,760 $20.00 $35,200 36 8-20 Illuminated Mid-Block Crosswalk System EACH 4 $25,000.00 $100,000 37 8-21 Permanent Signing LS 1 $7,500.00 $7,500 38 8-22 Dura-Stripe Edge Line, 8 Inch Wide LF 4,100 $2.00 $8,200 39 8-22 Dura-Stripe Crosswalk Line SF 1,000 $5.00 $5,000 40 8-22 Plastic Bicycle Lane Symbol EACH 20 $150.00 $3,000 41 8-22 Plastic Traffic Arrow EACH 34 $100.00 $3,400 42 8-22 Removing Pavement Markings LF 1 $ 14,000.00 $14,000 43 8-24 GravHy Block Wall SF 8,800 $30.00 $264,000 $452,950 OPTION C. PRELIMINARY CONSTRUCTION SUBTOTAL $1,582,670 CONSTRUCTION CONTINGENCIES (20% OF CONSTRUCTION SUBTOTAL) $316,540 OPTION C - PRELIMINARY CONSTRUCTION TOTAL $1,899,210 RIGHT-OF-WAY ACQUISITION (3 BUS PULLOUTS@ 1,200SF EACH@ $25/SF) $90,000 RIGHT-OF-WAY ACQUISITION SERVICES (3 PARCELS) $45,000 DESIGN ENGINEERING (15% OF CONSTRUCTION SUBTOTAL) $284,900 OPTION C- TOTAL PROJECT COST (INCL. BUS PULLOUTS) $2,319,110 Tab: Cost Estimate Paget oft File: P:lr\RMDX00000051106001NFO\D650DosignDoctJments\0653Estimates\RMDX005t Cost Estimate- Option C.xls Printed: t217/2009 ---PAGE BREAK--- en ~ '0 I 1- _J I 0 0 X 0 0 0 X 1- 1- / I :0 0 / w 1- / i::i E a. ll1 ll1 tO C7> 0 0 ~ 0 X 0 EXIST- R.O.W. 2.5'- ct. I I--EXIST - 30' 30' R.O.W. I 2.5' r 5.5' 11'--11' 11' 11'~ 5.5'l XISTING EXISTING EXISTING I EXISTING EXISTING EXISTING DEWALK TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE IDEWALK I coo= 0 ~ 00 0 00 0 0 ooo 0 oo oooo do==, 188TH AVE NE • EXISTING ct. EXIST- I - EXIST R.O.W. R.O.W. 2.5·- f5.5'l5.5'f11'T1~ · 11.1 5.5·-r-5.5'l -2.5' XISTING BIKE TRAVEL LANE LEFT TURN LANE TRAVEL LANE BIKE EXISTING DEWALK LANE I LANE IDEWALK r 5.5'- l c ooo~\_::~n~':;;::~::::~=r=ococcoocccoooooo~"f==== EXIST- R.O.W. 2.5'- Supervisor Designed By Checked By Detailed By OPTION A • BASE SECTION ct. I -EXIST 30' 30' - - R.O.W. r 5.5' l5.5'f1,.L1~':f11. 1 5.5. 1 5.5'l XISTING BIKE TRAVEL LANE TRAVEL LANE BIKE EXISTING DEWAL LANE I ' LANE IDEWALK -5.5 . I co== j oooo 0 ooooo 00 =d K. HARRIS K. HARRIS S. SOISETH 0. AHRENSFELD MEDIAN OPTION A • AT MEDIAN/MID·BLOCK CROSSWALK 9/2009 9/2009 9/2009 NO. STATE WASH 9/2009 JOB NUMBER REVISION BY APP'D FED. AID PROJ. NO. SHEET TOTAl NO. • OPTION A FEATURES: • • CREATES A BIKE LANE BUFFER TO EXISTING SIDEWALK ON BOTH SIDES MAINTAINS EXISTING CURB, GUTTER, AND SIDEWALK ON BOTH SIDES If EXIST- EXIST R.O.W. I F 8' ~ ADDITlONAL R.O.W. 30' 30' R 0 W 2.5'- r5.5'l5.5'r1 1'11~' 11' 11'- l. 1-2.5' XISTING BIKE TRAVEL LANE LEFT TURN LANE TRAVEL LANE BUS PULLOUT SIDEWALK DEWALK LANE 15·5·- -5·5' I 3' WIDER AT I TRANSIT STOP c 000~\ o= = =to =oo 0 ~ 000 000 0~ ( NEW1 PAD \_EXISTING CURB \_NEW CURB NEW PAVEMENT OPTION A • AT BUS PULLOUT ct. EXIST- I R.O.W. 1 - - EXIST R.O.W. 2.5·- r5.5'r11'T11' 5.5'f1,.1 5.5.1 5.5'l XISTING RIGHT TURN TRAVEL LANE I PAINTED TRAVEL LANE BIKE EXISTING DEWALK LANE MEDIAN LANE IDEWALK I cooo~\_:::~~~~:.~::::;=r=ooooooooo=occcco~"F===' -2.5' OPTION A • AT 85TH INTERSECTION DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A ALT. ROADWAY SECTIONS XS01 or 14 ---PAGE BREAK--- t:I.Qill;_ 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. 90 3: "0 I I 0 0 X 0 ~ 0 0 0 g: a) a) a) r0 I ~ :0 :J u 40 ~ w i::i E a. N 0 " Supervisor K. HARRIS 9/2009 Ol Designed By K. HARRIS 9/2009 0 Checked By S. SOISETH 9/2009 r0 Detailed By 0 0. AHRENSFELO 9/2009 ~ 0 X 0 REVISION HORIZONTAL 0 10 20 VERTICAL 0 5 10 40 20 0 0 +N o · > C/)f- UJUJ z~ IUJ UUJ , 90 0 0 ; ~ · > C/)f- UJ UJ ZUJ _I _JC/) IUJ UUJ / l.oi ISTING GROUND - 40 STATE 4+00 FED. AID PROJ. NO. " 5+00 01 6+00 7+ LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB = PROPOSED STRIPING (YELLOW} PROPOSED STRIPING {WHITE) PROPOSED GRAVITY BLOCK WALL EXIS11NG FEA lURES EXIS11NG TRANSIT STOP PROPOSED TRANSIT STOP EXIS11NG MAILBOX EXISTING DRIVEWAY EXIS11NG TRAFFIC SIGNAL II[QOH NO. lOTAL SH((T$ 166TH A VENUE NE PV01 WASH JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A SH([T 2 • DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE 14 BY APP'D HrT> ---PAGE BREAK--- ~ "0 c(l I ifi 0 0 X a 0 0 a s CXI CXI CXI I :0 a_ u a_ ~ / 0 E a. N 0 Ol 0 0 ~ 0 X 0 s mo mi Iz mm 0--.J + 0 0 90 ~ 1. EXISTING GROUND PROflLE GENERA TED FROM CITY'S GIS. HORIZONTAL 0 10 20 40 VERTICAL 0 5 10 20 s g - + ~ m - - NB I z m m ~ r m(J) w -i w w Z I < ~ 0--.J IW + w g EXSTING GROUND ~ CJ) 40 - - - ~ - - A CENTERLINE ~ 40 0 ~ 00 8+00 STATE N g 9+00 FED. AID PROJ. NO . 10+00 0 11+00 cxi 12< LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAI/ITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 11£0011 lOT 166TH A VENUE NE PV02 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By D. AHREN SFELD 9/2009 WASH JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A SHffi 3 • D DAVID EVANS ANoASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE 14 REIIISION BY APP'D ---PAGE BREAK--- 3: 1) I Ui 8 X Cl 0 0 Cl ~ / CIJ CIJ CIJ 1'1 I ~ :0 " u ~ / Ci E a. N 0 0 1'1 0 ~ 0 X 0 s: (J)-i mo mi IZ mm m(J) 0 NN + 0 0 140 t:1.Q.ill;_ HORIZONTAL 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. 0 10 20 40 VERTICAL 0 5 10 20 140 g,7'1o _ s: 0 -i 0 m + ~ m I /_EXISTING GROUND ~ ~ (fJ C AT CEN11 RUNE I Z 1- 1- m m Cf) w m w w ZI Cf) G~ 0 1- 0 70 70 ·00 0 0> 13+00 N 0 STATE 0 14+00 FED. AID PROJ. NO. 15+00 " 0 N 16+00 1 7~ LEGEND P . ·l PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING ('fELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL FEATURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVEWAY TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 TO !AI. 166TH A VENUE NE PV03 Designed By K. HARRIS Checked By S. SOISETH Detailed By 0. AHRENSFELO 9/2009 WASH 9/2009 9/2009 JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A 4 • ~ D DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE Of 14 SH£m REVISION BY APP'D ---PAGE BREAK--- ~ u I _j <1:1 0 0 X 0 0 0 0 s I r: .Cil :0 :0 n. 0 5 n. ~ 0 E Q_ 0 m 0 0 ~ 0 X 0 LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL 1- J: 1- 0) 00 NOTES: 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL w 0 10 20 40 z VERTICAL 0 5 10 20 190 - 190 s 0 -I 0 m 0 + ~ m I ~ ~ I EXISTING GROUND I Z AT CENTERLINE - 1- 1- m m (l)w 1 ww ~ Z I < . a ~ I W w~ o w 0 - 1- 0 - - - ~ 120 120 -00 18+00 STATE N 19+00 FED. AID PROJ. NO. SHO:T HO. SHEETS 20+00 21+00 22< EXIS1lNG FEA 1lJRES EXIS1lNG TRANSIT STOP PROPOSED TRANSIT STOP EXIS1lNG MAILBOX EXIS1lNG DRIVEWAY EXIS1lNG TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 166TH A VENUE NE Designed By K. HARRIS Checked By S. SOISETH Detailed By 0. AHRENSFELD 9/2009 WASH 9/2009 9/2009 JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A BY APP'D Ill illT DAVI D E VAN S ANo ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE REVISION PV04 5 or 14 ---PAGE BREAK--- 0 X 0 !:ill.IES;_ 1. EXISnNG GROUND PROFILE GENERA TED FROM CITY'S GIS. w z HORIZONTAL 0 10 20 40 VERTICAL 220 20 220 - -l 0 m G.~o~utN~o _ m I AI CENTERI!lNt ~ c: ~ > I Z mm rr ~ w ~ w w · Z I 0 N :J I W 0 ow o rW 160 ~ 160 ·00 N 23+00 0> a> a> 0 N a:i 0 0 0 0 N N N N 25+00 26+00 LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB = PROPOSED STRIPING ( YELLOW} PROPOSED STRIPING ( WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEA lURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL • DAVID EVANS ANoASSOC IATES INC . 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV05 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A PLAN AND PROFILE 6 14 ---PAGE BREAK--- 0 0 - tiQ.ID;_ 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 0 5 10 280 (J)-i mi _ ooC - I Z m m ~ AT CE~TERLINE m TE-x1sn G GROUN" 0 N ~ 0 cxi N 40 20 280 0 0 + t- No rf- w ww ZI IW 1-C/) :2 200 LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING TE) PROPOSED GRAVITY BLOCK WALL - FEATURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVIEWAY TRAFFIC SIGNAL 166TH A VENUE NE PV06 • DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A PLAN AND PROFILE 7 D ---PAGE BREAK--- E a. 0 " 0> 0 0 ~ 0 X 0 NOTES: 1. EXISnNG GROUND PROFILE GENERA TED FROM CITY'S GIS. 280 HORIZONTAL 0 10 20 VERTICAL 0 5 10 - - (1)-l rn j rn -l -l ~ ~ - 0 w - ~ 0 220 -00 Supervisor K. HARRIS 9/2009 33+00 0 N RtGION NO. 34+00 STATlE FED. AID PROJ. NO. SHm NO. TOTAl SH££TS q 0 co ai ai 0 N N N N N N N N N · 00 J8+00 J9+00 40+00 41+00 LEGEND -1 PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL 166TH A VENUE NE PV08 n.o 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A 9 or • DAVID EVANS ANoASSOCIATES INC . 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE 14 ---PAGE BREAK--- " u I 1- _j I 0 0 X 0 0 0 0 1- 1- / a) a) a) I :J Q_ u / Q_ w 1- / Ci E a. oot 0 0 0 ~ 0 X 0 300 -I mo mi IZ mm m(f) -i-t -o o.t>. ooN + 0 0 260 NOTES: 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. 300 0 0 ili 0 r EXI< lNG GROUND 6: AT ENTERLINE I- l- / - - - - - - - - - - - - IW OW 260 N :Q N ·00 43+00 0 N REOION NO. STATE 44+00 FED. AID PROJ. NO. S>TAL SHEEl'i ai N 45+00 0 CD N 46~ Supervisor K. HARRIS 9/2009 DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] Designed By K. HARRIS 9/2009 WASH Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 JOB NUMBER REVISION BY APP'D HORIZONTAL VERTICAL LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL FEATURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVEWAY TRAFFIC SIGNAL 0 10 20 40 0 5 10 20 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION A PLAN AND PROFILE PV09 10 14 S> .l PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STIRIPING (YELlOW) PROPOSED STIRIPING ( YMITIE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATIURES EXISTING TRANSIT STOP PROPOSED TIRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TIRAFFlC SIGNAL Supervfsor K. HARRIS 9/2009 • DAVID E VAN S 166TH A VENUE NE PV11 Designed By Checked By Det ailed By K. HARRIS 9/2009 WASH S. SDISETH 9/2009 ANoASSOCIATES INC. 4-3 LANE CONVERSION 0 . AHRENSFELD 9/2009 JOB NUMBER 415- 118th Avenue SE DESIGN CONCEPT - OPTION A SHt£1' Bellevue Washington 98005-351 8 12 Phone: [PHONE REDACTED] Of REVISION BY APP'D PLAN AND PROFILE 14 »«ro ---PAGE BREAK--- 3: '0 I I- _J I 0 0 X 0 0: 0 0 0 ~ I- / OJ OJ OJ r'l I :0 :l a. u / a. ~ / 0 E a. tl) 0 m 0 r'l 0 ~ a X a !:!QIES;_ 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 0 5 10 330 s: 330 0 0 40 20 LEGEND f PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHinE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL (1)-l m 0 0 0 -00 57+00 STATE Supervisor K. HARRIS 9/2009 Designed By K. HARRIS 9/2009 WASH Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 JOB NUMBER REVISION BY APP'D 58+00 FED. AID PROJ. NO. • 0 59+00 0 DAVID EVANS AND ASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 0 Designed By K. HARRIS 9/2009 WASH ~ ~C~he~ck~ed~B~y SO=IS~Elli~~~ 1'1 Detailed By 0. AHRENSFELD 9/2009 J06 NUMBER ~ N DAVID EVANS 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B XS01 • ~ ~ 0 L_ AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] ALT. ROADWAY SECTIONS 14 ---PAGE BREAK--- C1> " aj 1- _J I iO 0 0 X 0 cr: 0 0 0 cr: 1- ~ 2 ~ II) c 0 a. 0 c 0 0 " 0 ~ 2 ;Q X > 3: ~ 0 0 0 v 0 0 0 0 0 0 X 0 t:iQIES;_ 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. 90 40 HORIZONTAL 0 10 20 40 VERTICAL 0 5 0 0 + N 1'--o · > C/)1- w zw _ I _JC/) Iw 0 w I ~ -F E !STING GROUND I -J t-eEN"lERLINIE-c.----t- - - - ~ - - - - - 40 4+00 5+00 6+00 7+ LEGEND f PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING ( WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING ORIVEWA Y EXISTING TRAFFIC SIGNAL ~ I STATE FED. AID PROJ. NO. ~ ~ 166TH AVENUE NE cD Supervisor K. HARRIS 9/2009 Ol Designed By K. HARRIS 9/2009 ~ Checked By S. SOISIETH 9/2009 8 Detailed By 0. AHRENSFELD 9/2009 ' N WASH JOB NUMBER DAVID EVANS ANoASSOCIATES INC. 415 -118thAvenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PV01 SHirT 2 ---PAGE BREAK--- " a:i I _J I Z n. mm enw m w w -i-i ZI ~ ~ ~ en 0-..J IW ~ + w 8 / EX STING GROUND en A CENTERLINE ~ 40 - 00 0 8+00 Rt:CIOH NO. . L- - STATE N 0 9+00 FED. AID PROJ. NO. NO. ai 10+00 0 <0 40 11+0D 12~ LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) = PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL - EXISTING FEA TLRES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVIEWAY EXISTING TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 Designed By K. HARRIS 9/2009 WASH ;rc; Tor DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH AVENUE NE PV02 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 JOB NUMBER REVISION BY APP'D 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE 3 Of 14 SHCETS ---PAGE BREAK--- c 0 0 "0 .E 0 ~ 2 ~ X > ~ / 0 0 0 ii) 0 0 0 0 0 0 X 0 ~ ~ > cL E a. I Z f- f- m m w m w w ZI -u < :J I W N ~ UW 0 I- 0 ~ 70 ~ 70 ·00 0 13+00 RECIOH NO. 14+00 STATE FED. AID PROJ. NO. , TOTAL SI 3: '0 :1 _j iL E a. I Z AT CENTERLINE - £ XI STING GROUND m m _ 1- 1- ~ ~ -u Z I < . ~en ~ ~ o 1-en 0 ~ 120 120 00 18+00 Supervisor K. HARRIS 9/2009 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 REVISION ai BY APP'D R(QON NO. STATE WASH JOB NUMBER 19+00 FED. AID PRDJ. NO. S>l[[T NO. 1)1; TOT <0 ~ 20+00 DAVID EVANS AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] " ~ ~ 21+00 ai " 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE PV04 5 Of 14 SHUTS ---PAGE BREAK--- c 0 u 0 "0 "t 0 ~ ;Q X / ~ ~ 5 0 u 0 0 v ~ 0 0 0 0 0 0 X 0 ~ > ci: lli2I.E.S;_ 1. EXISnNG GROUND PROFILE GENERA TED FROM CITY'S GIS. 0) w z HORIZONTAL 0 10 20 40 VERn CAL 220 20 220 s: - ~ 0 m ~~E~XI;;SnNG G OUND _ 0 i ~ ~ ~ 1-f- m(J) LU LU LU "'T'1 Z I 0 N ~ ~ 0 160 co co co 0> 0 N 0 cxi 0 0 0 N N N :2 160 PROPOSED SIDEWALl< PROPOSED BUFFER PROPOSED CURB - PROPOSED STRIPING ('IELLOW) PROPOSED STRIPING ( WHITE) PROPOSED GRAVITY BLOCK WALL - - EXIS11NG FEATURES EXIS11NG TRANSIT STOP PROPOSED TRANSIT STOP EXIS11NG MAILBOX EXIS11NG DRIVEWAY EXIS11NG TRAFFIC SIGNAL 23+00 25+00 26+00 ·00 24+00 ~ 2 ~ 7 <0 ~ ~ N 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PV05 6 • ~ L_ l_ L_ ~P~L~A~N~A:N~D~P~R~O~F~I~LE~------j_~14~ DAVID EVANS ANoASSOCIATES INC . 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] ---PAGE BREAK--- o> 3: '0 ail I .n 0 0 X 0 ~ ct: 0 0 0 ct: Q) Q) UJ c: 0 a. 0 c: 0 u a '0 't 0 ~ :c X Q) ~ 0 u 0 0 0 .n 0 0 0 0 0 0 X 0 ~ ct: > Q_ 0 X 0 NOlES: HORIZONTAL 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. 0 VERTICAL 0 280 s: 10 20 5 10 40 20 280 . PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) = = PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL - - - EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL (f)-l mi• 0 0 + ~0 en!:: IZ mm m G--GROONB - (/)UJ UJL!J ZI j e ~ 0 0 IUJ OUJ 200 -00 K. HARRIS K. HARRIS S. SOISETH 0. AHRENSFELD 9/2009 9/2009 9/2009 9/2009 28+00 REVISION WASH JOB NUMBER BY APP'D N N N 29+00 N N 1)11 1lir N ai N N N JO+OO DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] N N Jl+OO N ~ 200 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE PV06 7 " 14 ---PAGE BREAK--- c: 0 0 E a. N OJ 0 " 0 " ~ 0 X 0 280 !'l.Q.IES;_ 1. EXISTING ununES, PARCELS, AND RIGHT- OF- WAY FROM CITY'S GIS. 2. EXISnNG GROUND PROFILE GENERA TED FROM CITY'S GIS. m I AT CE TERLINE m - EXISni!IG GROUND (f)C z -u 2 < " oW 0 0 220 ·00 Supervisor Designed By Checked By Detailed By ~ K. HARRIS K. HARRIS S. SOISETH 0 . AHRENSFELD 9/2009 9/2009 9/2009 9/2009 ~ 33+00 REVISION g BY APP'D R(OC>< NO. STATE WASH JOB NUMBER 34+00 FED. AID PROJ. NO. S>fiTS ---PAGE BREAK--- c a 0 a 0 PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL 290 tfQID.;_ 1. EXISTING UTILITIES, PARCELS, AND RIGHT-OF- WAY FROM CITYS GIS. 2. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. HORIZONTAL VERTICAL 0 10 20 0 5 10 290 ' G-GROUNV-n _ 40 20 I AT CE TERUNE _ _ _ _ _ - - - - 0 ~ tC ~ m ~ E ~ ~ IZ mm rr mm mw ww ~ ZI ~m 0 w IW uw 0 rm 0 ~ ~ 230 230 -00 0> oi E Q. N N 43+00 REVISION BY APP'D R[QON NO. STATE WASH JOB NUMBER 44+00 FED. AID PROJ. NO. SHEil NO. N ai N 45+00 N DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] ci ~ 46~ HORIZONTAL VERTICAL PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEA lURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL ~ 0 10 0 5 20 40 10 20 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE PV09 S> c. 310 !iQIES;_ 1. EXISTING UTILITIES, PARCELS, AND RIGHT-OF-WAY FROM CITY'S GIS. 2. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL 0 VERTICAL 0 10 20 40 5 10 20 310 0 0 + s: ~ ~ ~ rEXI'~NG GROUND - - I Z AT ENTERLINE % I- 1- m m UJ ~ ~ ~ ~ ~ o~ uUJ 0 0 ~ 270 270 ·00 CD N CD N 47+00 0> CD N 0 CD N 48+00 0> o:i CD N ci 0> N 49+00 N 0> N N N 50+00 N 0> N o:i N 5H f ~ PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING {YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL E ~ EO~ - ~ AI~ O ~P~RO~J~ . N .0 SupervisOI" K. HARRIS 9/2009 01 Designed By K. HARRIS 9/2009 ~ Checked By S. SOISETH 9/2009 ~ ~D~e~ to~ ile~d~B~y _ RE~N~ SF~E= 20~ N 0 X 0 REVISION BY APP'O WASH JOB NUMBER lfiT DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE PV10 SHI:tT 11 14 ---PAGE BREAK--- 3: "0 '9 1- _J 4:1 iO 0 0 X 0 0 0 0 5 Ill Cl) / Ill c 0 8" c 0 u 0 'E 0 ~ ;Q X Cl) / ~ ~ 0 4: u 0 0 ~ iO 0 0 0 0 0 0 X 0 ~ > E a. N tO 0 ' 0 ' ~ 0 X 0 tlQID;_ 1. UllLITIES, PARCELS, AND RIGHT-OF- WAY FROM CITY'S GIS . 2. GROUND PROFILE GENERA TED FROM CITY'S GIS . REDMOND JUNIOR HIGH SCHOOL HORIZONTAL VERllCAL 0 10 20 40 0 5 10 20 320 0 L: GRO ND 0 -EN-lERI:INif--------+ + N 0% - - ~ . > oow ww ZI ::JOO IW 1-00 ~ 280 ·00 52+00 N g STATE 0 g 53+00 FED. AID PROJ. NO . toTAL 0 0 54+00 <0 0 0 g 55+00 0 gj 56< ,J PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRArFlC SIGNAL Supervisor K. HARRIS 9/2009 • DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV11 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0 . AHRENSFELD 9/2009 REVISIOIN BY APP'D WASH JOB NUMBER D 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION 8 PLAN AND PROFILE 12 01 14 ---PAGE BREAK--- 0> ;o u 5 I ii) 0 0 X 0 0 0 0 g: / Vl v Q) ~ Vl c .2 a. 0 c 0 0 u 'E 0 ~ ~ X Q) / ~ f / 0 0 0 0 v 0 / ii) 0 0 0 0 0 0 X 0 / > E a. 11) N U:i m 0 0 ~ 0 X 0 330 NOTES: 1. EXISTING UTILITIES, PARCELS, AND RIGHT-OF-WAY FROM CITY'S GIS. 2. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 0 5 10 40 20 330 LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) = = = = = PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL FEATURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVEWAY TRAFFIC SIGNAL 290 290 -00 Supervisor Designed By Checked By Detoiled By <0 a) 0 K. HARRIS K. HARRIS S. SOISETH 0. AHRENSFELD 9/2009 9/2009 9/2009 9/2009 0 0 57+00 REVISION BY APP'D REGION Nn STATE WASH JOB NUMBER 58+00 FED. AID PROJ. NO. ~ TilT AI. SHfiTS • D 0 -i 59+00 0 oli DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 60+00 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE PV12 13 14 ---PAGE BREAK--- o> 3: "0 ai I I ;n 0 0 X 0 0 0 0 I- I- / Q) £ ~ c: 0 a. 0 c: 0 £ 6 ~ 0 ~ :0 :c X / ~ 0 ~ 0 u 0 0 0 / ;n 0 0 0 0 0 0 X 0 / (L E a. N u; Ol 0 0 ~ 0 X 0 NOTES: HORIZONTAL 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. VERTICAL 330 0 10 20 0 5 10 0 0 ww ZI IW ~ 40 20 330 s: ~ 0 ~ ~ ~ . > IZ mm m(f) (f)w ww ZI ~m N Jn ~ 0 0 290 ~ 290 ·00 62+00 0 REQON NO. STATE 63+00 FED. AID PROJ. NO. SHEET NO. TOTAL 0 0 ro 64+00 65+00 " 66< LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB = = PROPOSED STRIPING (YELLOW) = PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL FEA lURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVEWAY TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 • DAVID EVANS 166TH AVENUE NE PV13 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 REVISION BY APP'D WASH JOB NUMBER D AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION B PLAN AND PROFILE 14 14 ---PAGE BREAK--- u u I f- _J I ;n 0 0 X 0 0 0 X f- f- / co co co n I :0 :J u / w f- / 0 E a. co tO Ol 0 " n 0 " ~ 0 X 0 Cf. EXIST- R.O.W. I -EXIST 3D' - 1 - 30' - - R.O.W. 2.5'- -2.5' 11· EXISTING EXISTING EXISTING I EXISTING EXISTING EXISTING SIDEWALK ffiAVEL LANE o I ffiAVEL LANE IOEWAL> c = = = = - - f - - - ~ ~ = = = ~ \ \_EXISTING PAVEMENT EXISTING CURB 166TH AVE NE • EXISTING Cf. EXIST- I -EXIST R.O.W. - - 30' 30' R.O.W. 2.5'- l-5'--l 15' ~8'1 -2.5' EXISTING SHARED USE LEFT TURN LANE TRAVEL LANE SIDEWALK SIDEWALK TRAVEL LANE I l'''l - 6' 25 EXIST- R.O.W. 2.5'- Supervisor Designed By Checked By Detailed By NEW CURB NEW LANDSCAPE BUFFER NEW LANDSCAPE BUFFER NEW CURB NEW PAVEMENT OPTION C • BASE SECTION Cf. I -EXIST 30' 30' R.O.W. r j5'--l 15·~ -2.5' XISTING SHARED USE TRAVEL LANE SIDEWALK DEWALK TRAVEL LANE I 2.5' -j 1- - 6' - 2.5' c 1 H 'lr i 1 u' NEW CURB g• \ \_NEW LANDSCAPE BUFFER - PAVEMENT EXISTING PAVEMENTJ SIDEWALK K. HARRIS K. HARRIS S. SOISETH 0 . AHRENSFELD MEDIAN NEW LANDSCAPE BUFFER NEW CURB OPTION C • AT MEDIAN/MID·BLOCK CROSSWALK 9/2009 9/ 2009 9/2009 " GOON NO. NEW PAVEMENT STATE FED. AID PROJ. NO. WASH 9/ 2009 JOB NUMBER REVISION BY APP'D SHEET TOTAL NO. ~TS • OPTION C FEATURES: • CREATES A SHARED USE (BIKES AND VEHICLES) WIDE CURB LANE ON STEEP GRADE DOWNHILL • ADDS A NEW WIDER UPHILL SIDEWALK INSTEAD OF UPHILL BIKE LANE • ADDS A NEW LANDSCAPE BUFFER TO BOTH SIDES Cf. EXIST- EXIST R.O.W. I R 8' - -+--ADDITIONAL R.O.W. - - 30' 30' R.O.W. 2.5·- l-5'--l 1 _ EXIST- R.O.W. 2.5'- r:ff.j H o I BUS PU~OUl IIIOEWALK I ~;:·C:::EMENT EXISTING PAVEMENT/ \ \ N~-::BSIDEWAL' ~~EW LANDSCAPE BUFFER ~NEW PAVEMENT OPTION C • AT BUS PULLOUT Cf. I I-EXIST - - - - - - R.O.W. I f 5.5' 1'11 1' 6'l-11'~ ~8'1 1-2.5' XISTING RIGHT TURN TRAVEL LANE 'PAINTED TRAVEL LANE SIDEWALK DEWALK LANE MEDIAN 2.5' 2' - - - - I _ _ I~ EXISTING CURB NEW LANDSCAPE BUFFER NEW CURB NEW PAVEMENT OPTION C • AT 85TH INTERSECTION DAVID EVANS 166TH A VENUE NE AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C ALT. ROADWAY SECTIONS XS01 5H([T OF 14 5HE[T5 ---PAGE BREAK--- 0> ~ u 0 I f- _J I iii 0 0 X 0 IY 0 0 0 IY f- f- / Q; / NOTES: 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. c .2 0 c 0 90 0 0 u •t 0 0 / :9 X / 0 / f- f- / 0 0 0 0 0 / iii 0 0 0 0 0 0 X 0 40 IY / > E Q. ~ Lii Supervisor K. HARRIS 9/2009 rn Designed By K. HARRIS 9/2009 0 Checked By " S. SOISETH 9/2009 De\oiled By 0 " 0. AHRENSFELD 9/2009 ~ 0 X 0 REVISION HORIZONTAL 0 10 20 VERTICAL 0 5 10 40 20 0 0 +N 1'-0 (f)l- ww Z w _I Iw Uw ~ 90 0 0 ~ ~ · > w Z w _I Iw u w ~ / . E !STING GROUND 0.2% - - - - - - - 40 N REQON NO. STATE N 4+00 FED. AID PROJ. NO. 5J-![El NO. TOTAL N N 5+00 N N 6+00 7+ LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL 166TH A VENUE NE PV01 WASH JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C 2 BY APP'D 1)11 lfDT DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE or 14 ---PAGE BREAK--- c 0 .c u 0 "0 •t 0 ~ !l :0 :c ~ f / 0 u 0 0 ~ 0 0 0 0 0 0 X 0 ~ > E a. .n CJ) 0 ' 0 ' ~ 0 0 s: m-l m~ (J)r Iz mm 0""-1 + 0 0 90 tlQIES;_ 1. EXISTING GROUND PROFILE GENERATED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 0 5 10 40 20 0 0 + ~ No l-f- (J)w w w zi :r:w ow f-(J) ~ 90 s: - 0 ~ 0 m + ~ m ' No I ~ > ~ ~ m m I- 1- m w ww z:r: 0 I W ow 0 f-(J) 0 LEX STING GROUND 40 A CENTERUNE - ~ - - - 40 00 0 8+00 N ci 9+00 STATE FED. AID PROJ. NO. NO. 10+00 0 I z AT CENTE RLINE Q. m m I- 1- mw ~ w -i -i w w "U Z I < . I W N N+ o• 1- 0 70 ~ 70 ·00 0 0> 13+00 N o; 0 14+00 STATE FED. AID PROJ. NO . <0 ~ ci ci N ~ ~ 15+00 16+00 17~ LEGEND PROPOSED SIDEWALK PROPOSED BUFFER - PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEA TlJRES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 SHUT 10TH. SHmS • DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV03 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 REVISION WASH JOB NUMBER BY APP'D 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE 4 14 ---PAGE BREAK--- 0> , "0 j I iO 0 0 X Cl 0 0 Cl ~ / II) ~ c: 0 a. 0 c: 0 0 X 0 1-en ~ - 1- m CX> t:!QIES;_ 1. EXISnNG GROUND PROFILE GENERATED FROM CITY'S GIS. HORIZONTAL w 0 10 20 40 z VERTICAL 0 5 10 20 190 190 s: ~ m m AT CENTERLINE - - rr m w ~ ~ w w "0 Z I < . 0 w ~ I W 0 w 0 r ~ <0 21+00 120 22i LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING ('M-illE) PROPOSED GRAVITY BLOCK WALL - EXISTING FEATURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFlC SIGNAL • DAVID EVANS ANoASSOCIATES INC. 415- 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV04 D 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE S> NOTES: 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. 0> w z HORIZONTAL 0 10 20 40 VERTICAL 220 20 220 ~ ~ XISTING G OU~N=D g m I ENTER l'lt _ _ ,t ~ ~ ~ - ~ 6: m~ r r ~ ~ ~ w "U - w w < · - Z I 0 N - ~ N I W 6 0 w o r ~ ~ 160 1 160 ~ o; ori ~ ~ <0 0 ori cO 0 0 0 ~ LEGEND f~ .j PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (I' a. E a. Ui Ol 0 0 ~ 0 X 0 ~ 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 280 (f)-i mo mil IZ mm m G- GRet:JN" i 0 200 -00 28+00 29+00 STATE FED. AID PROJ. NO. Supervisor K. HARRIS 9/2009 SHUT NO. TOTAL Sl E a. .0 Ol 0 0 ~ 0 X 0 280 5: (f)-l m LEGEND P PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL - FEATURES TRANSIT STOP PROPOSED TRANSIT STOP MAILBOX DRIVEWAY TRAFFIC SIGNAL IZ mm '1J 5.9% 7 EXISTIIIIG GROUND AT CE TERLIN[ 1-r- (/)UJ UJUJ ZI < ' - - 0 ~ IUJ UUJ 1-C/) 0 220 ·00 33+00 Supervisor K. HARRIS 9/2009 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSFELD 9/2009 REVISION 0 N BY APP'D NO. STATE WASH JOB NUMBER 34+00 FED. AID PROJ. NO. NO. TOT H. N • oi N 35+00 0 o.i N DAVID EVANS ANoASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] N 36+00 N N N 37~ :2 220 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE PV07 5HUT 8 Of 14 9ClTS ---PAGE BREAK--- c 0 u 0 "0 'E 0 ~ !l ~ X > ~ ~ / 0 u 0 0 ~ iii 0 0 0 0 0 0 X 0 a. !iQID:.. 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL VERTICAL 290 - rEXISTING-GROUN" 0 10 20 0 5 10 40 20 290 5: CEt TERLINE rn ~ 7. _ _ ~ ~c IZ mm m~ ~w ww Z I ow IW 0 uw 0 ~ ~ 230 230 ~ ~ 0 a; 0 N N N N N N ~ N N N N LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STIRIPING (YELLOW) PROPOSED STIRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL - EXISTING FEA lURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVIEWAY EXISTING TRAFFIC SIGNAL · 00 36+00 39+00 40+00 41+00 E ~ ~ .n m ~ ~ N 0 X 0 • D DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH AVENUE NE 4- 3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE PV08 9 14 ---PAGE BREAK--- c 0 u 0 "0 •t 0 ~ 2 ~ X Q) / ~ 9- r- / 0 u 0 0 ~ ;n 0 0 0 0 0 0 X 0 ~ > n: E Q_ Ji 0 0 ~ 0 X 0 ~ 1. EXISTING GROUND PROFILE GENERA TEO FROM CITY'S GIS. 300 300 ~ 0 ~ 0 ~ ~ 0 mi rEXIdTING GROUND 5: I Z AT ENTERLINE I- 1- mm U>w - / - ~ - - , < ' ~ o~ I W 00~ o w 0 U> 0 ~ ~ 260 260 -00 Supervisor K. HARRIS 9/2009 Designed By K. HARRIS 9/2009 Checked By S. SOISETH 9/2009 Detailed By 0. AHRENSfELD 9/2009 0> N 43+00 REVISION 0 N BY APP'D STATE WASH JOB NUMBER 44+00 fED. AIO PROJ. NO. NO. TOTAl SHm'S N TOT 45+00 CD N DAVID EVANS ANoASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] ci CD N 46i HORIZONTAL VERTICAL LEGEND . PROPOSED SIDEWALK PROPOSED BUffER PROPOSED CURB = = PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING rEA TURES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAffiC SIGNAL ~ 0 10 0 5 20 40 10 20 166TH A VENUE NE 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE PV09 10 or 14 ---PAGE BREAK--- "0 j _J .q:l Iii 0 0 X 0 lr 0 0 0 f- / !II Q) ~ c: ~ a. 0 c: 0 u 0 "0 •t 0 ~ 8 X ~ ~ f- / 0 u 0 0 Iii 0 0 0 0 0 0 X 0 / E a. .n 0 0 N 0 X 0 tm!ES;_ 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. HORIZONTAL 0 10 20 VERTICAL 0 5 10 310 40 20 0 0 . > 1-1- ~w ww zi IW uw ~ ~ 310 ~ 0 ~ 0 ~ + ~ mO• ~ mi ~ rEXi<(llNG GROUND - - 6: I Z AT ENTERLINE - - - - 1- 1- m m - - - ~ w ~ ~ ~ ~ 0 - - I W uw 0 0 ~ ~ 270 270 · DO <0 47+00 STATE 0 46+00 FED. AID PRDJ. NO. cD c:i 49+00 c-4 50+00 5H LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXISTING FEA nJRES EXISTING TRANSIT STOP PROPOSED TRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 NO. NO. TOTAl SlaTS 166TH A VENUE NE PV10 Design ed By K. HARRIS 9/2009 Checked By S. SOISETI-i 9/2009 Detailed B y 0. AHRENSFELD 9/2009 WASH JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C 11 • DAVID EVANS ANoASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] PLAN AND PROFILE Of 14 REVISION BY APP'D ---PAGE BREAK--- c 0 u 5 "0 ·c 5 ~ ~ E X Q) ~ ~ 0 u 0 0 ~ 0 0 0 0 0 0 X 0 ~ > a. E Q. L(i Ol 0 0 N - 0 X 0 NOTES: 1. EXISTING GROUND PROFILE GENERA TED FROM CITY'S GIS. REDMOND JUNIOR HIGH SCHOOL HORIZONTAL 0 10 20 VERTICAL 0 5 10 320 40 20 320 5: ~ 0 ~ ~ ~ ~ m m r ~ moo ~w ww zi o+ ow o r~ 0 ~ 280 ·00 0> 0> N 52+00 0 REG!~ NO. 53+00 STATE FED. AID PROJ. NO. NO. lOT AI.. SHEm 0> 0 54+ DO .0 0 0 0 55+00 0 0 56< ~ 280 LEGEND PROPOSED SIDEWALK :1 PROPOSED BUFFER PROPOSED CURB PROPOSED STRIPING (YELLOW) PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL EXIS11NG FEATURES EXIS11NG TRANSIT STOP PROPOSED TRANSIT STOP EXIS11NG MAILBOX EXIS11NG DRIVEWAY EXIS11NG TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 • DAVID EVANS ANoASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV11 Designed By K. HARRIS 9/2009 Checked By s. SOISEm 9/2009 Detailed By 0. AHRENSFELD 9/2009 REVISION BY APP'D WASH JOB NUMBER 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE SHEET 12 " 14 ---PAGE BREAK--- C1' 3: "0 I f- _J 0 0 X a 0:0 0 0 a ~ / L Vl / c: 0 Cl. 0 c: 0 u 0 "0 ·c 0 u / ~ L X ~ a f- / 0 u 0 0 0 / 0 0 0 0 0 0 X a E Cl. Ui Ol 0 0 ~ 0 X 0 NOTES: 1. GROUND PROFILE GENERATED FROM CITY'S GIS. 330 REDMOND JUNIOR HIGH SCHOO HORIZONTAL 0 VERllCAL 0 5 10 330 ~ g n 15 _ - I ~ ~ m~ ww ZI ~w IW ow o ~w 0 ~ 290 290 -00 0 0 57+00 STATE 0 N 58+00 FED. AID PROJ. NO. NO. TOTAL 59+00 0 tri 60+00 LEGEND PROPOSED SIDEWALK PROPOSED BUFFER PROPOSED CURB PROPOSED SlRIPING (YELLOW) = PROPOSED STRIPING (WHITE) PROPOSED GRAVITY BLOCK WALL - EXISTING FEA lURES EXISTING TRANSIT STOP PROPOSED lRANSIT STOP EXISTING MAILBOX EXISTING DRIVEWAY EXISTING TRAFFIC SIGNAL Supervisor K. HARRIS 9/2009 • DAVID EVANS ANoASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: [PHONE REDACTED] 166TH A VENUE NE PV12 Designed By K. HARRIS 9/2009 Checked By s. SOl SETH 9/ 2009 Detailed By 0. AHRENSFELD 9/2009 REVISION BY APP'D WASH JOB NUt.ABER D 4-3 LANE CONVERSION DESIGN CONCEPT - OPTION C PLAN AND PROFILE 13 OF 14 SH[[TS ---PAGE BREAK--- 0> 3: " u _J I 0 0 X 0 0 0 0 ~ / Q) Q) £ Ul / c ~ a_ 0 c 0 £ u 0 " 0 2 ;Q £ X Q) / 3: 1- 1- / 0 u 0 0 v ~ ~ 0 0 0 0 0 0 X 0 5 > n: E a_ v Ui Q) 0 0 N ~ 0 X 0 t:!.Q.IE.S;_ HORIZONTAL 1. EXISTING GROUND PROFILE GENERA TEO FROM CITY'S GIS. 0 VERTICAL 0 330 5 10 0 0 0-.r rr oow ww ZI ::JOO IW rW ~ ~ 330 AT CENTERLINE 0 / EXISTING GROUND ~z we IZ mm rr mw Ww ww ZI ~m N~ OW o roo 0 ~ ~ 290 290 ·00 62+00 0 STATE 0 63+00 FED. AID PROJ. NO. SHO:T NO. TOTAL SlfiTS 0 64+00 0