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Home My WebLink About07-23-2025 - Addendum No. 3SW 43rd Street, W C/L to SR 167 Ramps Project Page 1 of 4 ADDENDUM NO. 3 July 23, 2025 Addendum No. 3 SW 43rd Street, W C/L to SR 167 Ramps Project TIB No.:8-1-102(039)-1 CAG-25-004 / TED4004096 Date of Issue: July 23, 2025 Bid Due Date: July 29, 2025 (CHANGED FROM DATE IN ADDENDUM NO. 1) Date of Bid Opening: July 31, 2025 (CHANGED FROM DATE IN ADDENDUM NO. 1) ATTENTION: ALL BIDDERS AND PLAN HOLDERS: Addendum No. 3, containing the following revisions, additions, deletions, and/or clarifications, is hereby made a part of the Contract Plans and Contract Provisions (Contract Documents) for the above-named project. Bidders shall take this Addendum into consideration when preparing and submitting their bids. Bidders shall attach this Addendum No. 3 to their copy of the Contract Documents, and shall acknowledge receipt of this Addendum by signing the Proposal Signature Page. A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged on the Proposal Signature Page. BID PROPOSAL 1. DELETE Schedule of Prices (Pages 1-5) and REPLACE with attached Schedule of Prices (Pages 1-5). Revisions include: • Revise Unit, bid item A04 1-05 Change Tracking to LS. • Delete bid item A10 1-09 Fuel Cost Adjustment. • Delete bid item A33 5-04 Asphalt Cost Price Adjustment. • Revise Schedule A bid item numbers to renumber for deletion of A10 and A33. • Revise Unit Cost, now Bid item A32 5-04 Job Mix Compliance Price Adjustment, $40,200.00 • Revise Unit Cost, now Bid item A33 5-04 Compaction Price Adjustment, $66,900.00. • Revise quantity, now Bid item A57 8-14 Cement Conc. Sidewalk, 460 SY. • Revise quantity, now Bid item A58 8-14 High-Strength Cement Conc. Sidewalk, 11 SY. • Revise quantity, now Bid item A59 8-14 Cement Conc. Curb Ramp, Type Perpendicular A, 30 SY. SW 43rd Street, W C/L to SR 167 Ramps Project Page 2 of 4 ADDENDUM NO. 3 July 23, 2025 • Revise quantity, now Bid item A60 8-14 Cement Conc. Curb Ramp, Type Perpendicular B, 60 SY. • Revise quantity, now Bid item A62 8-14 High-Strength Cement Conc. Curb Ramp, Type Parallel A, 80 SY. • Revise quantity, now Bid item A64 8-14 High-Strength Cement Conc. Curb Ramp, Type Parallel B, 10 SY. • Revise quantity now Bid item A66 8-14 High-Strength Cement Conc. Curb Ramp, Type Combination, 170 SY. • Revise quantity now Bid item A67 8-14 Cement Conc. Curb Ramp, Type Combination, 160 SY. PLANS 2. DELETE Plan Sheets 6-7, 24, 27-28, 53-60 and replace with attached Plan Sheets 6-7, 24, 27-28, 53-60. Revisions include: • Clarification on pay limits for curb ramp areas and high strength conc areas. • Clarification on curb type and curb details. • Revised hatching on Curb Ramp Detail sheets for conc. areas to provide more clarity on type of conc. within intersection ramp locations. • Updated construction notes on Roadway Plans to provide more clarity on type of conc. and curbing within intersection ramp locations. • Regrading of sidewalk tie ins for SW and SE corners of 43rd St & Oaksdale Ave intersection, and NW corner of 43rd St & E Valley Hwy intersection. SPECIAL PROVISIONS 3. Revise the Special Provision for Section 1-05.18 Change Tracking (Page SP-24) as follows: Add the following after the first paragraph: Change markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building SW 43rd Street, W C/L to SR 167 Ramps Project Page 3 of 4 ADDENDUM NO. 3 July 23, 2025 footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). 4. Delete Measurement and Payment Section 1-09.3 Scope of Payment (Fuel Cost Adjustment) (Page SP-46 to SP-47) in its entirety. This includes General, Measurement, and Payment sections for Fuel Cost Adjustment. 5. Revise the Special Provision for Roadway Excavation and Embankment Section 2-03.5 Payment (Page SP- 65) as follows: Delete the third sentence of the first paragraph as follows: The unit contract price shall also include all costs required to remove and waste haul existing asphalt and/or concrete pavement, sidewalks, curbs and gutters located within the grade lines shown. The unit contract price shall also include all costs to protect signal poles during sidewalk excavation. All other existing pavement, brick pavers, sidewalks, curb and gutter, storm drainage structures, abandoned utilities, and other such structures intended to be removed for the installation of the proposed improvements shall be paid under the contract item “Removal of Structure and Obstruction.” 6. Delete Asphalt Cost Price Adjustment section from Section 5-04.5 Payment (Asphalt Cost Price Adjustment) (Page SP-99 to SP-100) in it’s entirety. This includes the last paragraph on SP-99 to the last paragraph on SP-100 as follows: Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: “HMA Cl. ___ PG ___”, per ton. “HMA Cl. ½” PG 58H-22 for Overlay”, per ton. “HMA Cl. ½” PG 58H-22 for Pavement Repair”, per ton. “HMA Cl. ½” PG 58H-22 for Pavement Repair with Geotextile”, per ton. The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish asphalt binder reference costs twice each month and post the information on the Agency website at: https://wsdot.wa.gov/business-wsdot/contracts/about-public- works-contracts/payments-reporting/asphalt-binder-reference-cost. The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE* EXTENSION A01 Minor Change 1-04 EST 1 40,000.00$ $ A02 Roadway Surveying 1-05 LS 1 LUMP SUM $ A03 ADA Features Surveying 1-05 LS 1 LUMP SUM $ A04 Change Tracking 1-05 LS 1 LUMP SUM $ A05 Apprenticeship Utilization 1-07 HR 2800 $ $ A06 Apprenticeship Incentive 1-07 CALC 1 500.00$ $ A07 Apprenticeship Penalty 1-07 CALC 1 (500.00)$ $ A08 SPCC Plan 1-07 LS 1 LUMP SUM $ A09 Type A Progress Schedule (Minimum Bid $2,500) 1-08 LS 1 LUMP SUM $ A10 Mobilization 1-09 LS 1 LUMP SUM $ A11 Project Temporary Traffic Control 1-10 LS 1 LUMP SUM $ A12 Business Access Signs 1-10 EA 26 $ $ A13 Traffic Control Supervisor 1-10 LS 1 LUMP SUM $ A14 Flaggers 1-10 HR 4760 $ $ A15 Other Traffic Control Labor 1-10 HR 540 $ $ A16 Sequential Arrow Sign 1-10 HR 12960 $ $ A17 Portable Changeable Message Sign 1-10 HR 3240 $ $ A18 Construction Signs, Class B 1-10 SF 700 $ $ A19 Off-Duty Uniformed Police Officer 1-10 HR 620 $ $ A20 Roadside Cleanup 2-01 EST 1 50,000.00$ $ NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE OF PRICES PROPOSAL (BID SCHEDULE A - ROADWAY IMPROVEMENTS) ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID SW 43rd Street, W C/L to SR 167 Ramps BID SCHEDULE A - ROADWAY IMPROVEMENTS SW 43rd Street, W C/L to SR 167 Ramps TED4004096 Page 1 of 5 Schedule of Prices Addendum No. 3 July 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE* EXTENSION NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE OF PRICES PROPOSAL (BID SCHEDULE A - ROADWAY IMPROVEMENTS) ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID SW 43rd Street, W C/L to SR 167 Ramps A21 Clearing and Grubbing 2-01 SF 3500 $ $ A22 Tree Protection 2-02 EA 11 $ $ A23 Removal of Structures and Obstructions 2-02 LS 1 LUMP SUM $ A24 Roadway Excavation Incl. Haul 2-03 CY 6200 $ $ A25 Unsuitable Foundation Excavation Incl. Haul 2-03 CY 170 $ $ A26 Crushed Surfacing Base Course 4-04 TON 1700 $ $ A27 HMA Joint Seal at Bridge End 5-03 LF 100 $ $ A28 Planing Bituminous Pavement 5-04 SY 40000 $ $ A29 HMA Cl. 1/2" PG 58-22H for Pavement Repair 5-04 TON 400 $ $ A30 HMA Cl. 1/2" PG 58-22H for Pavement Repair With Geotextile 5-04 TON 1000 $ $ A31 HMA Cl. 1/2" PG 58-22H for Overlay 5-04 TON 8600 $ $ A32 Job Mix Compliance Price Adjustment 5-04 CALC 1 40,200.00$ $ A33 Compaction Price Adjustment 5-04 CALC 1 66,900.00$ $ A34 Adjust Utility Structure to Grade 5-04 EA 9 $ $ A35 Adjust Monitoring Well Case and Cover to Grade 5-04 EA 2 $ $ A36 Adjust Gas Valve Case and Cover to Grade 5-04 EA 7 $$ A37 Adjust Storm Drainage Structure to Grade 7-05 EA 56 $ $ A38 Adjust Sanitary Sewer Manhole to Grade 7-05 EA 1 $ $ A39 Install Non-Skid Cover and Adjust Structure to Grade 7-05 EA 2 $ $ A40 Adjust KC Metro Concrete Maintenance Hole to Grade 7-06 EA 8 $ $ A41 Adjust Water Valve Box to Grade 7-12 EA 40 $ $ SW 43rd Street, W C/L to SR 167 Ramps TED4004096 Page 2 of 5 Schedule of Prices Addendum No. 3 July 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE* EXTENSION NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE OF PRICES PROPOSAL (BID SCHEDULE A - ROADWAY IMPROVEMENTS) ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID SW 43rd Street, W C/L to SR 167 Ramps A42 Install Water Valve Cover in Place of Manhole 7-12 EA 2 $ $ A43 Erosion Control and Water Pollution Prevention 8-01 LS 1 LUMP SUM $ A44 Inlet Protection 8-01 EA 79 $ $ A45 Topsoil Type A 8-02 CY 40 $ $ A46 Property Restoration 8-02 EST 1 10,000.00$ $ A47 Seeded Lawn Installation 8-02 SY 310 $ $ A48 Bark or Wood Chip Mulch 8-02 CY 10 $ $ A49 Cement Conc. Traffic Curb and Gutter 8-04 LF 320 $ $ A50 High-Strength Cement Conc. Traffic Curb and Gutter 8-04 LF 500 $ $ A51 Monolithic Cement Conc. Curb 8-04 LF 270 $ $ A52 High-Strength Monolithic Cement Conc. Curb 8-04 LF 190 $ $ A53 Precast Cement Conc. Traffic Curb 8-04 LF 210 $ $ A54 Mountable Cement Conc. Traffic Curb 8-04 LF 480 $ $ A55 Raised Pavement Marker Type 2 8-09 HUND 4 $ $ A56 Adjust Monument Case and Cover to Grade 8-13 EA 3 $ $ A57 Cement Conc. Sidewalk 8-14 SY 460 $ $ A58 High-Strength Cement Conc. Sidewalk 8-14 SY 11 $ $ A59 Cement Conc. Curb Ramp, Type Perpendicular A 8-14 SY 30 $ $ A60 Cement Conc. Curb Ramp, Type Perpendicular B 8-14 SY 60 $ $ A61 Cement Conc. Curb Ramp, Type Parallel A 8-14 SY 80 $$ A62 High-Strength Cement Conc. Curb Ramp, Type Parallel A 8-14 SY 80 $ $ SW 43rd Street, W C/L to SR 167 Ramps TED4004096 Page 3 of 5 Schedule of Prices Addendum No. 3 July 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE* EXTENSION NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE OF PRICES PROPOSAL (BID SCHEDULE A - ROADWAY IMPROVEMENTS) ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID SW 43rd Street, W C/L to SR 167 Ramps A63 Cement Conc. Curb Ramp, Type Parallel B 8-14 SY 10 $$ A64 High-Strength Cement Conc. Curb Ramp, Type Parallel B 8-14 SY 10 $ $ A65 Cement Conc. Curb Ramp, Type Single Direction A 8-14 SY 10 $ $ A66 High-Strength Cement Conc. Curb Ramp, Type Combination 8-14 SY 170 $ $ A67 Cement Conc. Curb Ramp, Type Combination 8-14 SY 160 $ $ A68 Vehicular Bollard 8-19 EA 7 $ $ A69 Modification of Existing Traffic Signal at SW 43rd Street & Oakesdale Avenue SW Intersection, Complete 8-20 LS 1 LUMP SUM $ A70 Modification of Existing Traffic Signal at SW 43rd Street & Lind Avenue SW Intersection, Complete 8-20 LS 1 LUMP SUM $ A71 Modification of Existing Traffic Signal at SW 43rd Street & E Valley Highway Intersection, Complete 8-20 LS 1 LUMP SUM $ A72 Modification of Existing Traffic Signal at SW 43rd Street & SR 167 Ramps Intersection, Complete 8-20 LS 1 LUMP SUM $ A73 Permanent Signing 8-21 LS 1 LUMP SUM $ A74 MMA Plastic Stop Line 8-22 LF 520 $ $ A75 MMA Plastic Crosswalk Line 8-22 SF 1490 $ $ A76 MMA Plastic Traffic Arrow 8-22 EA 41 $ $ A77 MMA Plastic Traffic Letter 8-22 EA 4 $ $ A78 Profiled MMA Plastic Line 8-22 LF 22000 $ $ A79 Paint Line, 6 In. 8-22 LF 460 $ $ A80 Removing Existing Pavement Markings 8-22 LS 1 LUMP SUM $ A81 Temporary Pavement Marking 8-23 LS 1 LUMP SUM $ A82 Detection Strip 8-26 LF 40 $ $ B1 Crushed Surfacing Top Course 4-04 TON 190 $ $ BID SCHEDULE B - DRAINAGE IMPROVEMENTS SW 43rd Street, W C/L to SR 167 Ramps TED4004096 Page 4 of 5 Schedule of Prices Addendum No. 3 July 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE* EXTENSION NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE OF PRICES PROPOSAL (BID SCHEDULE A - ROADWAY IMPROVEMENTS) ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID SW 43rd Street, W C/L to SR 167 Ramps B2 Polypropylene Storm Sewer Pipe 12 In. Diam. 7-04 LF 340 $ $ B3 Ductile Iron Storm Sewer Pipe 12 In. Diam. 7-04 LF 290 $ $ B4 Connect Proposed Pipe to Existing Drainage Pipe 7-04 EA 7 $ $ B5 Catch Basin Type 1 w/Open Curb Face Frame & Grate 7-05 EA 12 $ $ B6 Catch Basin Type 2-48 In. Diam w/Open Curb Face Frame & Grate 7-05 EA 5 $ $ B7 Connect Proposed Structure to Existing Pipe 7-05 EA 1 $ $ B8 Structure Excavation Class B Incl. Haul 7-08 CY 350 $ $ B9 Shoring or Extra Excavation Class B 7-08 SF 5900 $ $ B10 Bank Run Gravel for Trench Backfill 7-08 TON 210 $ $ B11 Gravel Backfill for Pipe Zone Bedding 7-08 TON 170 $ $ $ _______________________ $ _______________________ $ _______________________ Total Schedule A (Roadway Improvements) *NOTE: All applicable sales tax shall be included in the unit and lump sum bid price per section 1-07.2(1) and WAC 458-20-171. Total Schedule B (Drainage Improvements) TOTAL BID AMOUNT = SW 43rd Street, W C/L to SR 167 Ramps TED4004096 Page 5 of 5 Schedule of Prices Addendum No. 3 July 2025 GRADE NON-PAVED SURFACES TO 3" BELOW BACK AND SIDES TO KEEP SOILS AWAY FROM SIDEWALK 4" CSBC 6" HIGH-STRENGTH CEMENT CONC SIDEWALK SIDEWALK WIDTH VARIES HIGH-STRENGTH CEMENT CONCRETE SIDEWALK DETAIL NTS DRIPLINE OR AS SHOWN ON PLANS 1' MAX TO LIMIT OF GRADING REMOVABLE 6' HT. CHAIN LINK TREE PROTECTION FENCING EXCAVATION ZONE; SEE TREE RETENTION NOTE 4, THIS SHEET TREE PROTECTION NOTES 1.SIX FOOT HIGH CHAIN LINK FENCE SHALL BE PLACED AROUND DRIPLINE OF TREE TO BE SAVED OR WHERE SHOWN ON PLANS. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2.FENCING MAY BE CONSOLIDATED AROUND GROUPS OF EXISTING TREES TO REMAIN. FENCING SHALL PROTECT ENTIRE REQUIRED AREA OF ALL TREES WITHIN GROUPING. 3.ENGINEER TO APPROVE TREE PROTECTION FENCING LAYOUT PRIOR TO START OF CONSTRUCTION ACTIVITIES. 4.TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. 5.WORK WITHIN PROTECTION FENCE, IF REQUIRED, SHALL BE DONE BY HAND UNDER SUPERVISION OF THE CITY'S ARBORIST. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 6.PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1/3 INTO THE TREE PROTECTION FENCING AREA IF UNABLE TO PROTECT THE ENTIRE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE TREE PROTECTION FENCING AREA THAT ARE IN CONFLICT WITH CONSTRUCTION ACTIVITIES BASED UPON ENGINEER'S APPROVAL. 7.ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER PRIOR TO START OF CONSTRUCTION ACTIVITIES. 8.ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. TREE PROTECTION DETAIL NTS NTS MONOLITHIC CURB AND SIDEWALK DETAIL EXISTING CEMENT CONC. ROADWAY PANELS NOTES: 1.MONOLITHIC SIDEWALK CURBS BOTTOM OF CURB MUST MATCH EXISTING CEMENT CONC ROADWAY. 2.MONOLITHIC CURB AT CURB RAMPS MUST BE POURED PER CURB RAMP DETAIL. 3.NO PAYMENT WILL BE MADE FOR DEMOLITION OR PAVING OF THE OVERCUT AREA. 4.DO NOT OVER-CUT INTO THE EXISTING CEMENT CONCRETE ROADWAY PANELS. 5.WHERE MONOLITHIC CURB IS DEPRESSED AT CURB RAMPS, SEE DETAIL, THIS SHEET. FINISHED GRADE CEMENT CONCRETE SIDEWALK, TYP. VEHICULAR BOLLARD PER VEHICULAR BOLLARD MANUFACTURER'S RECOMMENDATION VEHICULAR BOLLARD ∅ 2 ' LIFTING EYE LIFTING EYE PLAN 1' - 5 3 / 4 " 1' - 6 3 / 4 " 2' - 0 " VEHICULAR BOLLARD DETAIL NTS SECTION 2'-8" SQUARE CONCRETE FOUNDATION VEHICULAR BOLLARD EMBEDMENT STATION/OFFSET REFERENCE POINT LOCATION OF CONCRETE BLOCKOUT AND VEHICULAR BOLLARD CL CL CONCRETE FOUNDATION (BELOW FINISHED GRADE) NTS HIGH-STRENGTH MONOLITHIC CURB AND SIDEWALK DETAIL 3" MAX. ALLOWANCE FOR EXIST PANELS EXISTING CEMENT CONC. ROADWAY PANELS 6" HIGH-STRENGTH CEMENT CONC. SIDEWALK NOTES: 1.MONOLITHIC SIDEWALK CURBS BOTTOM OF CURB MUST MATCH EXISTING CEMENT CONC ROADWAY. 2.MONOLITHIC CURB AT CURB RAMPS MUST BE POURED PER CURB RAMP DETAIL. 3.NO PAYMENT WILL BE MADE FOR DEMOLITION OR PAVING OF THE OVERCUT AREA. 4.DO NOT OVER-CUT INTO THE EXISTING CEMENT CONCRETE ROADWAY PANELS. 5.WHERE MONOLITHIC CURB IS DEPRESSED AT CURB RAMPS, SEE DETAIL, THIS SHEET. 1 1.5 6" 4" CSBC 4" CSBC 1 1.5 3" MAX. ALLOWANCE FOR EXIST PANELS 6"CEMENT CONC. MONOLITHIC CURB 4" CEMENT CONC. SIDEWALK CEMENT CONC. MONOLITHIC CURB 1" R1" R 1' M I N 1' M I N 12" 3" MAX. ALLOWANCE FOR EXIST PANELS EXISTING CEMENT CONC. ROADWAY PANELS 6" 1/ 2 " NTS MONOLITHIC DEPRESSED CURB DETAIL 1 HIGH-STRENGTH CEMENT CONC. SIDEWALK CEMENT CONC. MONOLITHIC DEPRESSED CURB 1 1 GRADE BREAK DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 7/ 2 2 / 2 0 2 5 3 : 1 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY DETAILS 620015 77 COMBINATION CURB RAMP PAY LIMITS NTS HIGH-STRENGTH CEMENT CONCRETE RAMP WITH DEPRESSED CURB DETAIL NTS CEMENT CONCRETE SIDEWALK (TYP) CURB RAMP PAY LIMITSLEFT WING RIGHT WING LANDING AREA CEMENT CONCRETE TRAFFIC CURB & GUTTER SID E W A L K 6' TYP 6' TYP PLANTER 4" CSBC HIGH-STRENGTH CEMENT CONCRETE LANDING VARIES NOTES: 1.CEMENT CONCRETE COMBINATION CURB RAMPS SHALL BE HIGH-STRENGTH CEMENT CONCRETE OR CEMENT CONCRETE PER DETAIL, THIS SHEET AND WHERE SHOWN ON CURB RAMP DETAILS, SHEETS 53-60. 2.SLOPES SHOWN ARE TYPICAL OR MAX GUIDELINES, SEE ALSO CURB RAMP DETAILS, SHEETS 53-60 FOR ACTUAL SLOPES AT EACH CURB RAMP LOCATION. 6" MEDIAN LAYOUT DETAIL NTS NOTES: 1.MEDIANS SHALL NOT HAVE ANGLE POINTS, USE 1.0' RADII. FOR CURVES WITH RADII SMALLER THAN 1.0', HAND-FORM AND ROUND THE CURVES. HIGH-STRENGTH CEMENT CONCRETE RAMP MEDIAN LAYOUT POINT PC PT DETECTABLE STRIP DETAIL NTS WIDTH OF DETECTABLE WARNING STRIP SHALL BE 1'. NOTE: ·Lengths are continuous based on project requirements. · · Width is per project requirements. GuideStrip is a non-skid product. VARIES - SEE NOTE Dimension B1 B2 H1 H2 B1 B2 Range (in.) 0.90 - 1.20 B1 + 0.20 0.18 - 0.20 0.05 Max SECTION B-B VARIES - SEE NOTE ISOMETRIC VIEW - PARTIALA PLAN B B A CONCRETE SURFACE SECTION A-A INSTALL AS PER MANUFACTURERS RECOMMENDATIONS FOUND AT HTTPS://VANGUARDONLINE.COM OR APPROVED EQUAL. MANUFACTURED BY APPROVED, TRAINED INSTALLERS 3" T Y P 1. 0 ' 1 1 / 2 " H1 H2 HIGH-STRENGTH CEMENT CONCRETE DEPRESSED CURB AND GUTTER ADJUST MONUMENT CASE AND COVER NTS 8" NOTES: 1.STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2.THE CASTINGS SHALL BE GRAY-IRON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 6" OUTSIDE DIA.1'-0"1'-0" COMPACTED SAND SELECT BACKFILL 100% COMPACTION SEAL JOINT WITH AR-4000 AND DRY SAND AFTER PATCHING HMA CLASS 1/2" PG 58H-22 1 2" LIP BETWEEN ROADWAY GUTTER AND CURB 0" TO 6" CURB TRANSITION (TYP) RAMP LENGTH VARIES 1.5% TYP CEMENT CONC. OR HIGH-STRENGTH CEMENT CONC. (SEE CONTRACT PLANS) 4' MIN GRADE BREAK 1.5% TYP 8.3% MAX 1/2" 15' MAX DETECTABLE WARNING SURFACE. SEE WSDOT STD PLAN F-45.10 6" GRADE BREAK CEMENT CONCRETE RAMP PLAN SECTION A-A 15' MAX TYP 15' MAX TYP4' MIN SEE CONTRACT PLANS CEMENT CONCRETE 7.5% TYP 8.3% MAX 7.5% TYP 8.3% MAX 1.5% TYP GRADE BREAK LEFT WING RIGHT WING LANDING GRADE BREAK 3/8" (IN) EXPANSION JOINT TYP SEE STANDARD PLAN F-30.10 HIGH-STRENGTH CEMENT CONCRETE 1.5 1 12" HIGH-STRENGTH CEMENT CONCRETE CURB AND GUTTER 12" 1.5% TYP 8.3% MAX DETECTABLE WARNING SURFACE. SEE WSDOT STD PLAN F-45.10 6" 6" HIGH-STRENGTH CEMENT CONCRETE CURB DETAIL NTS A A 1" R 6" DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015RD-SEC-DET.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 R D - S E C - D E T . d w g 7/ 2 2 / 2 0 2 5 2 : 5 4 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY DETAILS 720015 77 1 1 7979 S 180TH ST PARCEL - 3623049086 R 2 R INVESTMENTS LLC 1200 SW 43RD ST PARCEL - 3623049108 7-ELEVEN 1001 SW 41ST ST PARCEL - 3623049112 ADVENTURE 2000 LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS MIC 3 SPIKE 104 T T T P U FO P U P U 8329 23.70 FO1.DUCT 8330 24.06 FO1.DUCT 8332 23.24 FO2.DUCT 20 0 + 0 0 20 1 + 0 0 30 2 + 5 0 30 2 + 0 0 27+00 28+00 29+00 30+00 31+00 STA 28+07.16 95.18' RT11 STA 28+62.30 94.80' RT 1 STA 28+69.06 84.61' LT 1STA 28+16.32 84.78' LT11 54 . 3 ' 54 . 3 ' 80 T H A V E S SW 43RD ST (2) (3) STA 27+91.39 42.31' LT35 STA 28+87.40 46.10' LT 35 STA 28+83.35 44.51' RT 35 OA K E S D A L E A V E S W 4 ' M I N STA 27+93.98 47.20' RT 35 9 15 15 5 5 5 5 2 2 2 38 38 38 1 1 1 37 13 13 13 40 16 40 40 14 10 1 1 1 1 1 1 1 11 11 13 13 13 9 9 9 9 25 4 5 9 2 28 28 2 2 2 28 2 38 3 32 37 25 EXIST ROW KENT CITY LIMIT 4 8041 S 180TH ST PARCEL - 3623049101 SKACEL PROPERTIES LLC 8009 S 180TH ST PARCEL - 3623049100 SEBCO INC ATTN JAY AYERS SPIKE 103 8334 23.19 FO2.DUCT 31+00 32+00 33+00 34+00 35+00 54 . 4 ' SW 43RD ST (2) (2)(2)9 9 9 9 1510 105 913 32 3 EXIST ROW CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. INSTALL NON-SKID COVER AND ADJUST TO GRADE. CONSTRUCT MODIFIED HIGH-STRENGTH CEMENT CONC. CURB RAMP, COMBINATION AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. VEHICULAR BOLLARD PER DETAIL, SHEET 6. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB AND GUTTER PER DETAIL, SHEET 7. ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. 1 2 3 4 5 9 10 11 13 14 15 16 25 28 35 37 38 40 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 7/ 2 2 / 2 0 2 5 1 1 : 2 1 A M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 MA T C H L I N E S T A 3 5 + 5 0 S H E E T 2 5 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 26+50 TO STA 35+50 2420015 77 MA T C H L I N E S T A 2 6 + 5 0 S H E E T 2 3 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 1 1 1 1 1 1 P T 8819 S 180TH ST PARCEL - 3123059167 ORILLA STATION LOT 2 LLC 18015 EAST VALLEY HWY S PARCEL - 3123059118 CHEVRON SERVICES CO 330 SW 43RD ST PARCEL - 3926800020 S & J YEN LLC 4201 EAST VALLEY RD PARCEL - 3926800030 EAST VALLEY PETULA LLC 8829 S 180TH ST PARCEL - 3123059166 BOILEAU PROPERTIES SOUTHCEN U SPIKE 100 U 54+00 55+00 56+00 57+00 58+00 67 . 4 ' SW 43RD ST (2)(2) STA 56+29.92 27.62' LT11 STA 57+06.69 27.60' LT 1 9 9 9 9 15 10 10 5 5 5 14 14 17 111 9 3EXIST ROW PP P P P P P W P W P P P P P P W P PP 4242 EAST VALLEY RD PARCEL - 3123059114 NAKA PROPERTIES L L C 18010 EAST VALLEY HWY PARCEL - 3123059109 TIRUPATI INVESTMENTS LLC SPIKE 5 U 60 2 + 0 0 60 3 + 0 0 60 4 + 0 0 59+00 60+00 61+00 62+00 63+00 67 . 6 ' SW 43RD ST E V A L L E Y H W Y E V A L L E Y H W Y (2) (2) STA 59+80.69 27.07' LT11 STA 59+80.38 27.59' RT 1 STA 59+38.25 106.44' RT11 STA 59+71.16 69.14' RT11 STA 60+44.57 38.89' LT 35 STA 60+37.07 32.72' LT36 26 9 91510 5 2 2 21 3 21 4 4 12 4 4 39 4 24 37 37 8 28 8 12 13 10 17 1 1 1 1 1 11 1 1 18 1 9 21 12 37 9 1 1 1 2 2 6 18 37 36 39 12 39 8 12 2 8 8 42 4 1 EXIST ROW KENT CITY LIMIT END PAVING STA 59+80.54 43 43 24 43 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) SAWCUT LINE EXISTING RIGHT OF WAY LINE CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. ADJUST SANITARY SEWER MANHOLE TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-04. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. PAVEMENT REPAIR PER DETAIL, SHEET 5. ADJUST GAS VALVE CASE AND COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONITORING WELL CASE AND COVER TO GRADE PER DETAIL, SHEET 5. ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. CONSTRUCT HIGH-STRENGTH CEMENT CONC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. RESET ROCK LANDSCAPING TO FINISHED GRADE. CONSTRUCT MODIFIED HIGH-STRENGTH CEMENT CONC. CURB RAMP, COMBINATION AND CEMENT CONC. CURB RAMP, COMBINATION PER DETAIL, SHEET 7 AND WSDOT STD PLAN F-40.14-03 AND CURB RAMP DETAIL SHEETS 53-60. VEHICULAR BOLLARD PER DETAIL, SHEET 6. DETECTABLE STRIP PER DETAIL, SHEET 7. CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT CEMENT CONC. MONOLITHIC CURB PER MONOLITHIC CURB AND SIDEWALK DETAIL, SHEET 6. ADJUST KING COUNTY SEWER MANHOLE TO GRADE AND INSTALL NON-SKID COVER. CONSTRUCT HIGH-STRENGTH CEMENT CONC. SIDEWALK PER DETAIL, SHEET 6. 1 2 3 4 5 6 8 9 10 11 12 13 14 15 17 18 21 24 26 28 35 36 37 39 42 43 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 7/ 2 2 / 2 0 2 5 1 1 : 4 6 A M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 8 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 54+00 TO STA 63+00 2720015 77 MA T C H L I N E S T A 5 4 + 0 0 S H E E T 2 6 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 1 1 1 1 1 1 1 P P P T P TR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 63+00 64+00 65+00 66+00 67+00 STA 65+26.09 20.24' LT 1 STA 65+30.15 43.57' LT 1STA 63+38.17 37.48' LT11 STA 63+39.05 5.43' LT11 32 . 1 ' 23 . 3 ' SR 1 6 7 SW 43RD ST (SR 167 OVERPASS BRIDGE) 99 15 10 10 3251 1 11 11 WSDOT LIMITED ACCESS ROW EXIST BRIDGE, BACK OF PAVEMENT SEAT 33 EXIST ROW KENT CITY LIMIT P P TR P PPP P P P P U P P PP P U U U TR U WW T PP P U U P W P U P 10252 67.40 CB 10275 66.69 CB 10474 84.26 CB 10513 83.29 CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 80 0 + 0 0 801+00 7 0 3 + 0 0 7 0 2 + 0 0 68+00 69+00 70+00 71+00 72+00 WW W STA 67+69.74 41.96' LT 1 STA 67+60.37 11.98' RT 1 STA 71+25.08 46.24' LT 1 STA 70+41.23 63.62' RT11 STA 70+67.69 63.99' RT11 STA 70+35.89 54.41' LT11 54 . 0 ' 69 . 0 ' STA 71+22.72 19.78' RT 1 STA 71+22.54 27.90' RT 1 STA 71+24.55 42.84' RT 1 STA 70+78.72 70.64' LT 1 S R 1 6 7 O N - R A M P SW 43RD ST SR 1 6 7 O F F - R A M P 2:1 P P P 9 9 9 9 15 10 10 2 2 3 3 3 3 4 4 39 4 29 8 24 24 12 13 13 13 13 13 1 1 16 1 1 1 1 11 1 1 11 11 11 11 11 11 5 31 32 EXIST BRIDGE, BACK OF PAVEMENT SEAT 7 1 WSDOT LIMITED ACCESS ROW 2 2 2 8 12 8 12 18 EXIST ROW KENT CITY LIMIT BEGIN PAVING STA 67+62.46 BEGIN PAVING STA 71+23.43 4 2 CONSTRUCTION LEGEND PAVEMENT OVERLAY CEMENT CONC SIDEWALK PAVEMENT REPAIR PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PLANTER (RESTORATION) GRASS (RESTORATION) GRAVEL (RESTORATION) CONSTRUCTION NOTES MATCH EXISTING. CONSTRUCT CEMENT CONC. SIDEWALK PER COR STD PLAN 102. CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. CONSTRUCT CEMENT CONC. PEDESTRIAN CURB PER COR STD PLAN 101. ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A PER WSDOT STD PLAN F-40.15-04. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-04. ADJUST STORM DRAIN STRUCTURE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5. PAVEMENT REPAIR WITH GEOTEXTILE FABRIC PER DETAIL, SHEET 5. BEGIN PAVING. INSTALL MOUNTABLE CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F10.12-04. PAVEMENT REPAIR PER DETAIL, SHEET 5. PAVEMENT OVERLAY PER DETAIL, SHEET 5. ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET 7. ADJUST UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5. CONSTRUCT HIGH-STRENGTH CEMENT CONC. MONOLITHIC CURB PER SIDEWALK DETAIL, SHEET 6. CONSTRUCT CEMENT CONC. CURB RAMP TYPE PARALLEL A PER DETAIL SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS 53-60. CONSTRUCT CEMENT CONC. SINGLE DIRECTION CURB RAMP TYPE A PER WSDOT STD PLAN F-40.16-03. CONSTRUCT HMA TRANSITION RAMP PER DETAIL, SHEET 5. CONSTRUCT PAVEMENT REPAIR AT BRIDGE PER DETAIL, SHEET 5 AND HMA JOINT DETAIL AT BRIDGE END PER WSDOT STD PLAN A-40.20-04. REPLACE CEMENT CONC. TRAFFIC CURB TYPE C PER WSDOT STANDARD PLAN GD-1. CONSTRUCT CEMENT CONC. MONOLITHIC CURB PER MONOLITHIC CURB AND SIDEWALK DETAIL, SHEET 6. 1 2 3 4 5 7 8 9 10 11 12 13 15 16 18 21 24 29 31 32 33 39 GENERAL CONSTRUCTION NOTES 1.ADJUST ALL UTILITIES WITHIN ROADWAY PAVEMENT TO GRADE PER COR STD PLAN 106 AND 330.7. ADJUST MONUMENT CASE AND COVER PER DETAIL, SHEET 7. 2.CONSTRUCT HMA ROADWAY, CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-6 AND CURB RAMP DETAILS, SHEETS 53-60. 3.FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION AND TESC PLANS, SHEETS 15-21. 4.FOR SIGNALIZATION IMPROVEMENTS, SEE SHEETS 61-67. 5.FOR STORM DRAINAGE IMPROVEMENTS AND ADJUSTMENTS, SEE SHEETS 36-49. 6.FOR CHANNELIZATION IMPROVEMENTS, SEE SHEETS 70-76. 7.ALL AREAS DISTURBED BUT NOT SPECIFICALLY SHOWN FOR RESTORATION ON THE PLANS SHALL BE RESTORED PER THE RESTORATION TABLE, SHEET 5. 8.FOR RAMP GRADING DETAILS, SEE SHEETS 53-60 CO N T I N U A T I O N - S E E B E L O W CO N T I N U A T I O N - S E E A B O V E DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RD01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R D 0 1 . d w g 7/ 2 2 / 2 0 2 5 1 1 : 2 1 A M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 ROADWAY PLAN STA 63+00 TO STA 72+00 2820015 77 MA T C H L I N E S T A 6 3 + 0 0 S H E E T 2 7 10 20 40 600 SCALE IN FEET 10 20 40 600 SCALE IN FEET 1 SW 43RD ST 213 212210 208 207 218 217 216 215 214 206 204 203 202 200 201 220 221 209 211 205 R2 RAMP 2B JUNCTION BOX PUSH BUTTON POLE RAMP 2A PUSH BUTTON POLE 219 EXIST ROW 1.0% 6.0' 1. 0 % 5. 0 ' 5 . 0 % 1 7 . 8 ' 5 . 9 % 1 5 . 0 ' 1.2% 6.0' 1.3% 6.0' 1. 0 % 1 2 . 8 ' 1. 5 % 6. 8 ' 7.2% 5.8' 1. 5 % 6. 0 ' 1.5% 4.0' 1.5% 4.0' 1. 5 % 6. 0 ' 7.5% 7.0' 1.5% 2.7' 0. 5 % 6. 0 ' 1.5 % 6.0 ' 0.6 % 6.0 ' 0.8% 6.0' 0.8% 6.0' 1 . 4 % 5 . 9 ' 0 . 4 % 6 . 0 ' 1 . 5 % 5 . 2 ' 0 . 5 % 6 . 0 ' 1. 4 % 6. 0 ' 0. 9 % 5. 0 ' 0. 1 % 7 . 7 ' 1.1% 6.0' GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 1 GRADING POINTS # 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 STATION 27+72.43 27+85.31 27+90.36 28+03.69 28+07.10 28+09.99 27+56.21 27+66.95 27+80.46 27+91.94 27+95.47 27+98.02 27+96.72 27+96.80 28+01.67 28+01.72 28+02.56 27+99.14 27+82.37 27+80.62 27+80.48 27+66.99 27+57.92 27+97.05 OFFSET 29.63' LT 35.15' LT 38.39' LT 51.11' LT 56.10' LT 61.41' LT 44.39' LT 46.78' LT 46.82' LT 48.43' LT 50.32' LT 56.36' LT 63.14' LT 71.14' LT 71.06' LT 63.06' LT 59.22' LT 54.29' LT 39.80' LT 40.82' LT 40.82' LT 40.78' LT 38.71' LT 52.33' LT ELEV 23.31 23.15 23.06 22.77 22.68 22.52 24.66 24.11 23.32 23.09 23.02 22.89 23.09 23.21 23.13 23.02 22.76 22.85 23.23 23.26 23.26 24.05 24.51 22.97 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING MATCH EXISTING TRANSITION PANEL, AP RAMP, AP RAMP, PC, R=5' RAMP, PT PT LANDING, AP MATCH EXISTING MATCH EXISTING LANDING, AP RAMP, AP RAMP LANDING, PC, R=2' PT RAMP TRANSITION PANEL, AP MATCH EXISTING RAMP, PC, R=5' RAMP 2 GRADING POINTS # 200 201 202 203 204 205 206 207 208 209 210 211 212 213 STATION 28+73.26 28+79.26 28+82.91 28+88.44 28+93.16 29+13.12 29+23.74 28+82.52 28+82.87 28+89.59 28+98.93 29+00.91 29+06.44 29+11.66 OFFSET 63.65' LT 52.08' LT 47.30' LT 41.69' LT 37.98' LT 29.25' LT 28.02' LT 91.44' LT 77.92' LT 59.11' LT 50.53' LT 49.45' LT 47.75' LT 46.95' LT ELEV 22.50 22.61 22.64 22.63 22.66 22.77 22.66 23.87 23.70 22.74 22.87 22.89 23.31 23.47 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE GRADE BREAK MATCH EXISTING, PT MATCH EXISTING LANDING, PC, R=34' LANDING PCC, R=20' RAMP PT TRANSITION PANEL CURB RETURN TABLE R# R1 R2 DELTA 48°12'15" 68°21'01" RADIUS 60.00' 55.00' TANGENT 26.84' 37.34' LENGTH 50.48' 65.61' OA K E S D A L E A V E S W 30 2 + 0 0 T U SW 43RD ST 101 102 103 104 105 106 108 119 120 107 111 113 114 109 115 117 116 121122 123 118 112 110 R1 RAMP 1A EXIST ROW PUSH BUTTON POLE JUNCTION BOX RAMP 1B PUSH BUTTON POLE 124 1. 1 % 6. 0 ' 1. 1 % 6. 0 ' 1. 0 % 6. 0 ' 1.5% 6.0' 1 . 5 % 5 . 0 ' 1 . 5 % 5 . 0 ' 1.6% 18.1 ' 1.5% 5.0' 1.5% 6.0' 1.5 % 6.0 ' 1.6% 4.0' 7.7% 9.5' 1.6% 4.0' 7.6% 9.5' 3 . 0 % 6 . 9 ' 1.5% 5.1' 1. 5 % 4. 0 ' 1. 5 % 4. 0 ' 2.0% 11.6' 1. 5 % 5. 1 ' 1.5 % 6.0 ' 1. 5 % 5. 0 ' 6 . 5 % 3 . 9 ' 29+0029+00MIC 3 28+0028+00 RAMP 2 GRADING POINTS # 214 215 216 217 218 219 220 221 STATION 29+15.57 29+14.69 29+10.75 28+99.87 28+97.18 28+84.64 28+76.87 28+76.60 OFFSET 46.09' LT 40.42' LT 41.02' LT 42.68' LT 43.09' LT 55.74' LT 77.80' LT 91.33' LT ELEV 23.66 23.56 23.38 22.79 22.75 22.66 23.64 23.49 DESCRIPTION MATCH EXISTING MATCH EXISTING TRANSITION PANEL RAMP LANDING LANDING, PC=40' LANDING, PT MATCH EXISTING CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 1 . d w g 7/ 2 1 / 2 0 2 5 4 : 1 9 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & OAKESDALE AVE INTERSECTION NORTH LEG 5320015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 T T SW 43RD STR3 R4 307 301 304 305 306 303 RAMP 3A EXIST ROW PUSH BUTTON POLE RAMP 3B PUSH BUTTON POLE 319 320 309 317 310 316 315 308 302 311 314 318 313 312 5.1 ' 2.0% 4.0' 1. 5 % 5. 0 ' 2.0% 6.0' 2.0% 6.0' 1. 5 % 5. 0 ' 2.0% 4.0' 2.0% 4.0' 1. 5 % 5. 0 ' 1.5 % 5.0 '7.5 % 6.1 ' 1.5 % 5.0 ' 1.5% 5.0' 0. 6 % 1 3 . 1 ' 0. 5 % 1 5 . 7 ' 0 . 5 % 5 . 0 ' 1.5% 5.0' 0 . 5 % 5 . 0 ' 3 . 3 % 1 2 . 7 ' 2 . 8 % 1 5 . 2 ' 1.4% 5.0' 1.4% 5.0' 0. 5 % 4. 0 ' 0. 5 % 4. 0 ' 0. 4 % 11 . 0 ' 0. 5 % 11 . 0 ' 1.5% 5.0' 6.9 % 7.9 ' 0.5 % 5. 0 ' 0.5 % 5. 0 ' 1. 5 % 5. 0 ' 0. 6 % 6 . 0 ' 2.0% 4.0' GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 3 GRADING POINTS # 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 STATION 27+44.64 27+78.14 27+85.26 27+89.57 28+00.55 28+02.92 28+06.22 28+06.35 28+00.85 28+00.72 27+98.07 27+95.69 27+86.70 27+82.38 27+76.90 27+57.90 27+57.90 27+76.90 27+87.69 27+91.99 OFFSET 27.92' RT 34.53' RT 38.00' RT 40.53' RT 51.73' RT 56.10' RT 71.04' RT 91.04' RT 91.08' RT 71.08' RT 58.73' RT 54.34' RT 45.22' RT 42.69' RT 39.99' RT 39.99' RT 35.06' RT 34.99' RT 49.52' RT 53.70' RT ELEV 23.47 23.31 23.27 23.24 23.16 23.14 23.06 23.02 23.53 23.63 23.21 23.24 23.32 23.34 23.80 24.21 24.17 23.73 23.30 23.26 DESCRIPTION MATCH EXISTING, PC RAMP RAMP ENTRANCE RAMP ENTRANCE, PCC RAMP ENTRANCE RAMP ENTRANCE LANDING, PT MATCH EXISTING MATCH EXISTING RAMP, PC, R=31' LANDING RAMP ENTRANCE PCC, R=76.5', RAMP ENTRANCE RAMP PT MATCH EXISTING MATCH EXISTING RAMP AP AP RAMP 4 GRADING POINTS # 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 STATION 28+66.35 28+71.25 28+74.02 28+90.81 28+95.25 29+16.67 28+77.20 28+76.63 28+78.34 28+80.83 28+96.60 29+01.04 29+14.54 29+23.54 29+23.55 29+14.55 28+98.53 28+76.67 28+73.55 28+71.83 28+72.41 OFFSET 65.77' RT 55.25' RT 51.09' RT 36.02' RT 33.71' RT 28.65' RT 71.65' RT 73.56' RT 67.81' RT 61.63' RT 45.95' RT 43.70' RT 40.52' RT 40.45' RT 35.59' RT 35.52' RT 39.37' RT 58.86' RT 66.39' RT 72.14' RT 70.22' RT ELEV 22.84 22.90 22.92 22.81 22.78 22.62 23.66 23.71 23.58 23.06 22.95 22.93 23.35 23.15 23.18 23.27 22.87 22.99 23.51 23.60 23.59 DESCRIPTION MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING, PT TRANSITION PANEL MATCH EXISTING RAMP, PC, R=36' LANDING PT RAMP, PC, R=30' RAMP, PT MATCH EXISTING MATCH EXISTING RAMP, PC, R=35' LANDING, PT LANDING, PC, R=38' RAMP MATCH EXISTING TRANSITION PANEL CURB RETURN TABLE R# R3 R4 R5 DELTA 33°03'52" 57°06'24" 69°17'24" RADIUS 82.00' 36.50' 55.00' TANGENT 24.34' 19.86' 38.01' LENGTH 47.32' 36.38' 66.51' SPIKE 104 FO P U P 401 402 403 404 406 409 407 410 411 414 413 412 415 405 416 417 418 419 420 421 R5 RAMP 4A EXIST ROW PUSH BUTTON POLE RAMP 4B PUSH BUTTON POLE 0.7% 5.0' 1. 5 % 6. 0 ' 1. 5 % 6. 0 ' 0.5 % 5.0 ' 0.7% 5.0' 6.4 % 8.2 ' 1. 5 % 5. 3 ' 7.8 % 6.6 ' 1.5% 5.0' 0.5% 24.2 ' 1 . 5 % 6 . 0 ' 1 . 5 % 6 . 0 ' 0.5% 5.0' 0.5% 5.0' 2.4% 16.6' 1 . 2 % 5 . 0 ' 1. 6 % 5. 0 ' 1. 6 % 5. 0 ' 1.0% 4.0' 1.0% 4.0' 2.0 % 4. 0 ' 2.0 % 4. 0 ' 3.0% 14.0' 1.5% 5.0' 408 80 T H A V E S 20 0 + 5 0 29+00 28+50 29+00 MIC 3 28+00 27+50 28+00 CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP01.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 1 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 0 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 09/2024 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & OAKSDALE AVE INTERSECTION SOUTH LEG 5420015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 1 1 GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 6 GRADING POINTS # 600 601 602 603 604 605 606 607 608 609 610 611 612 STATION 50+80.12 50+80.16 50+82.63 50+91.52 50+95.41 51+01.08 51+05.96 51+19.51 50+90.58 50+90.83 51+00.36 51+13.01 51+22.30 OFFSET 93.65' LT 84.90' LT 68.17' LT 50.59' LT 46.00' LT 40.80' LT 37.31' LT 31.13' LT 86.57' LT 81.57' LT 58.18' LT 49.90' LT 47.88' LT ELEV 20.85 20.87 20.95 21.06 21.09 21.12 21.15 21.09 21.93 21.82 21.23 21.36 22.04 DESCRIPTION MATCH EXISTING PC, R=60' PCC, R=55' RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING, PT MATCH EXISTING LANDING, PC, R=34' LANDING RAMP LANDING, PT CURB RETURN TABLE R# R6 R7 DELTA 16°12'17" 56°43'59" RADIUS 60.00' 55.00' TANGENT 8.54' 29.70' LENGTH 16.97' 54.46' LI N D A V E S W 50 2 + 0 0 50 2 + 0 0 • • • • • • • • • • • • • 51+00 50+50 51+50 SW 43RD ST51+00 50+50 51+50 51+00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5' METAL & PLASTIC, W/POWER, "BLUE PEARL" VETERINARY P 610 609 608 607 611 613 612 600 602 603 604 605 606 RAMP 6B EXIST ROW PUSH BUTTON POLE JUNCTION BOX 614 615616 617 618 619 601 RAMP 6A PUSH BUTTON POLE R6 R7 1.7% 6.0' 1.4% 6.0' 3 . 0 % 1 5 . 0 ' 1.5% 6.0' 1.6% 6.0 ' 1 . 1 % 5 . 3 ' 0. 8 % 1 5 . 2 ' 1.5% 5.2' 1.5 % 6.0 ' 1.5 % 6.0 ' 7.2% 9.5' 6.1% 11.2' 1. 5 % 6. 0 ' 0. 4 % 7 . 6 ' 0. 5 % 6. 0 ' 0 . 5 % 6 . 0 ' 1.5 % 6.0 ' 0. 5 % 6. 0 ' 0 . 5 % 6 . 0 ' 1.5% 5.2' 2 . 6 % 1 7 . 5 ' 1 . 5 % 5 . 6 ' 1 . 0 % 6 . 6 ' 1 . 0 % 6 . 4 ' RAMP 6 GRADING POINTS # 613 614 615 616 617 618 619 STATION 51+27.27 51+26.85 51+21.86 51+10.92 50+96.04 50+84.82 50+84.80 OFFSET 47.37' LT 41.54' LT 41.90' LT 44.28' LT 54.01' LT 81.51' LT 86.54' LT ELEV 22.12 22.03 21.95 21.27 21.14 21.72 21.80 DESCRIPTION MATCH EXISTING MATCH EXISTING LANDING, PC, R=40' RAMP LANDING TRANSITION PANEL, PT MATCH EXISTING CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 2 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 0 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & LIND AVE INTERSECTION NORTH LEG 5520015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 40 0 + 5 0 88 T H A V E S 40 0 + 5 0 GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 7 GRADING POINTS # 700 701 702 703 704 705 706 707 708 709 STATION 49+97.18 50+02.51 50+10.26 50+16.62 50+20.71 50+12.60 50+00.87 49+83.87 49+83.89 50+00.90 OFFSET 31.37' RT 33.89' RT 38.96' RT 44.78' RT 49.71' RT 48.53' RT 39.27' RT 39.35' RT 34.31' RT 34.34' RT ELEV 21.18 21.21 21.25 21.30 21.40 21.37 21.28 21.91 22.01 21.29 DESCRIPTION MATCH EXISTING, PC LANDING LANDING LANDING MATCH EXISTING, PT LANDING, PC, R=49.5' PT MATCH EXISTING MATCH EXISTING RAMP RAMP 8 GRADING POINTS # 800 801 802 803 804 805 806 807 808 809 810 STATION 50+73.98 50+76.82 50+83.76 50+87.10 51+01.34 51+05.89 51+14.10 51+14.42 51+19.29 51+29.29 51+29.29 OFFSET 67.55' RT 58.46' RT 47.54' RT 43.81' RT 33.34' RT 31.26' RT 28.69' RT 30.09' RT 33.98' RT 34.14' RT 38.98' RT ELEV 22.30 21.60 21.39 21.35 21.27 21.24 21.21 21.54 21.58 21.78 21.83 DESCRIPTION MATCH EXISTING, TOC MATCH EXISTING, PC RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE MATCH EXISTING PT RAMP, PC, R=5' MATCH EXISTING MATCH EXISTING RAMP 8 GRADING POINTS # 811 812 813 814 815 816 817 818 819 820 STATION 51+19.29 51+05.19 51+02.79 51+02.76 50+93.53 50+95.19 50+87.49 50+84.16 50+81.78 50+78.73 OFFSET 38.98' RT 38.97' RT 39.26' RT 42.12' RT 44.61' RT 46.48' RT 50.87' RT 56.47' RT 60.84' RT 68.89' RT ELEV 21.63 21.34 21.35 21.40 21.40 21.44 21.46 21.87 22.17 22.35 DESCRIPTION RAMP PT AP AP PCC, R=10' LANDING, PC, R=49.5' RAMP, AP LANDING, AP MATCH EXISTING MATCH EXISTING CURB RETURN TABLE R# R8 R9 DELTA 19°11'02" 18°29'46" RADIUS 55.00' 55.00' TANGENT 9.29' 8.96' LENGTH 18.42' 17.76' SP GAS.PIPELINE P U 706707 708 700 701 703 709 704 705 PUSH BUTTON POLE EXIST ROW RAMP 7 PUSH BUTTON POLE 702 R8 0. 5 % 8. 0 ' 0. 6 % 7. 0 ' 1.5 % 5. 1 ' 1.5% 5.0' 1.5% 5.0 ' 1.5% 5.0' 1. 5 % 5. 0 ' 0.5 % 9. 2 ' 7.5% 7.0' 1. 5 % 5. 0 ' 0. 5 % 8 . 6 ' 6.3% 8.4' 1.5% 5.0' P 7' WOOD, "FOR LEASE" 20' METAL & PLASTIC W/POWER, "SHELL" 802 803 804 PUSH BUTTON POLE EXIST ROW RAMP 8A RAMP 8B 801 805 806 819 818 817 815 812 811 810 809808 807 816 800 820 813 814 4 . 0 ' M I N R9 1.5 % 5.0 ' 6.1 % 5.0 ' 1.5 % 5. 0 ' 6.3 % 6.5 ' 0.7% 5.0 ' 1. 5 % 4 . 5 ' 1. 5 % 4 . 5 ' 1. 0 % 5. 0 ' 2.0% 14.1' 2.4% 6.0' 1. 0 % 5. 0 ' 2.4% 6.0' 0 . 6 % 6 . 7 ' 1 . 5 % 5 . 0 ' 1.5% 5.0' 1 . 5 % 5 . 0 ' 5.5 % 7.3 ' 0.7% 5.0 ' 0.5% 17.5 ' 1.5% 5.0' 5.5 % 5.5 ' 0.5% 8.7'0.5% 3.7 ' 2.2% 8.5' 50+00 SW 43RD ST50+0050+00 51+00 SW 43RD ST51+0051+00 CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP02.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 2 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & LIND AVE INTERSECTION SOUTH LEG 5620015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 W P P P SW 43RD ST 1.5% 11.2'1 . 5 % 5 . 0 ' 3 . 7 % 5 . 0 ' 0.6% 5.0' 1.5 % 5.0 ' 3 . 7 % 5 . 0 ' 7. 1 % 1 7 . 0 ' 1.5% 5.0' 1.5% 5.0' 4. 9 % 4. 4 ' 1.5 % 5.0 ' 3 . 9 % 4 . 5 ' 1.5 % 5.0 ' 1. 2 % 4. 2 ' 1. 5 % 3. 3 ' 1.5% 5.9' 3.5% 5.5' 7. 5 % 4. 4 ' 1. 5 % 5. 2 ' 0.6% 5.0' 0.8% 5.0' 1 . 5 % 5 . 0 ' 5 . 0 % 6 . 1 ' 5. 4 % 4. 0 ' 8 . 0 % 1 5 . 0 ' 3 . 7 % 5 . 0 ' 5 . 8 % 5 . 3 ' 4 . 4 % 4 . 0 ' 1.5% 5.0' 7. 5 % 4. 2 ' 1. 5 % 5. 2 ' 1.1% 4.2' 1.3% 12.0' 1.5% 5.5' 100110021003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1101 1103 1104 1105 1106 1107 1110 1108 1102 1109 R11 R12 R13 R14 R15 MEDIAN 2 RAMP 11 JUNCTION BOX JUNCTION BOX PUSH BUTTON POLE PUSH BUTTON POLE EXIST ROW 602 + 5 0 E V A L L E Y H W Y R11 P P P 4 . 0 ' M I N 0.5% 6.0' 0.5% 6.0' 10 0 . 0 % 0. 5 ' 3.2% 5.6' 5.5% 3.4' 0.2 % 4.0 ' 5.5 % 5.5 ' 4.8% 8.5 ' 4.8 % 2.0 ' 0.2 % 4.0 ' 0.2 % 5.0 ' 0.5% 3.0' 0.1% 14.2' 0.0% 5.0' 6.9% 7.0' 1. 5 % 8. 0 ' 0.0% 16.5' 0.2% 5.0' 1. 5 % 6 . 0 ' 1. 5 % 6 . 0 ' 0.2% 5.0' 0.0% 5.0' 6.9% 7.0' 1. 5 % 8. 0 ' 1. 5 % 8. 0 ' 0.5% 4.0' 0.5% 4.0' 0.0% 16.5' 1 . 5 % 7 . 2 ' 2.5 % 9. 6 ' 1. 5 % 8. 0 ' 3 . 2 % 6 . 5 ' 2 . 5 % 4 . 3 ' 4 . 5 % 1 0 . 0 ' 4 . 5 % 1 0 . 0 ' 908 907 901 904 905 906 902 919 918 917 916 915 914 913 910 909 912 911 903 920 R10 JUNCTION BOX PUSH BUTTON POLE RAMP 9 RAMP 10 PUSH BUTTON POLE EXIST ROW SW 43RD ST60+0060+00 61+50 MEDIAN 2 FLOWLINE POINTS # 1001 1002 1003 1004 1005 1006 1007 1008 1009 STATION 61+32.14 61+27.15 61+21.45 61+18.52 61+23.45 61+26.43 61+40.10 61+45.39 61+50.65 OFFSET 31.37' LT 31.20' LT 31.00' LT 36.58' LT 43.22' LT 47.23' LT 65.62' LT 64.66' LT 51.55' LT ELEV 24.31 24.28 24.70 24.59 23.98 23.90 24.45 24.47 24.01 DESCRIPTION RAMP RAMP PC PT RAMP RAMP PC PCC RAMP RAMPS 9 & 10 FLOWLINE POINTS # 901 902 903 904 905 906 907 908 909 910 911 912 913 914 STATION 59+97.29 60+13.29 60+18.29 60+49.10 60+52.82 60+58.71 60+59.88 60+65.09 60+59.95 60+54.21 60+51.02 60+43.17 60+38.89 60+28.92 OFFSET 28.05' LT 27.98' LT 27.96' LT 39.16' LT 42.51' LT 49.05' LT 50.68' LT 58.02' LT 61.71' LT 54.45' LT 49.94' LT 49.54' LT 54.44' LT 65.64' LT ELEV 23.45 23.51 23.50 23.50 23.51 23.52 23.51 23.53 24.08 24.10 23.80 23.79 24.00 24.52 DESCRIPTION MATCH EXISTING RAMP ENTRANCE RAMP ENTRANCE, PC RAMP ENTRANCE RAMP ENTRANCE PT LANDING MATCH EXISTING MATCH EXISTING RAMP PC, R=5' PT RAMP MATCH EXISTING RAMP 11 FLOWLINE POINTS # 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 STATION 61+66.28 61+67.10 61+68.39 61+70.77 61+73.20 61+84.79 61+92.42 61+94.94 61+72.43 61+71.71 OFFSET 76.69' LT 72.18' LT 67.88' LT 62.18' LT 57.81' LT 44.91' LT 40.05' LT 44.94' LT 73.54' LT 77.48' LT ELEV 23.63 23.75 23.93 24.12 24.30 25.02 25.47 26.12 24.32 24.30 DESCRIPTION MATCH EXISTING PC RAMP LANDING LANDING RAMP MATCH EXISTING, PT MATCH EXISTING, PC, R=44.5' AP MATCH EXISTING GENERAL CURB RAMP NOTES 1.FOR GENERAL NOTES, SEE SHEET 56. CURB RETURN TABLE R# R10 R11 R12 R13 R14 R15 DELTA 55°00'24" 128°38'19" 127°13'09" 25°26'22" 129°34'54" 43°06'10" RADIUS 50.00' 3.50' 3.00' 71.00' 3.00' 50.00' TANGENT 26.03' 7.28' 6.05' 16.03' 6.37' 19.75' LENGTH 48.00' 7.86' 6.66' 31.53' 6.78' 37.61' RAMPS 9 & 10 FLOWLINE POINTS # 915 916 917 918 919 920 STATION 60+24.55 60+34.33 60+37.19 60+35.21 60+18.34 59+97.33 OFFSET 61.76' LT 50.54' LT 47.27' LT 39.32' LT 36.46' LT 36.55' LT ELEV 24.49 23.97 23.86 23.63 23.62 24.15 DESCRIPTION MATCH EXISTING RAMP PC, R=5' PCC, R=43.5' PT, LANDING MATCH EXISTING MEDIAN 2 FLOWLINE POINTS # 1010 1011 1012 1013 1014 1015 1016 1017 STATION 61+53.12 61+60.49 61+58.35 61+45.85 61+47.64 61+29.09 61+26.81 61+31.81 OFFSET 47.20' LT 37.28' LT 32.29' LT 48.82' LT 44.11' LT 45.25' LT 40.72' LT 40.72' LT ELEV 24.20 24.71 24.69 24.20 24.27 23.95 24.03 24.07 DESCRIPTION RAMP PCC PT SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP03.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 3 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & E VALLEY HWY INTERSECTION NORTH LEG 5720015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 1 1 1 1 P P 604 + 0 0 0. 5 % 5. 0 ' 1.4% 6.0' 2.8% 12.7' 1. 5 % 5. 0 ' 0.5 % 5.0 ' 0.5 % 5.0 ' 0.6% 5.0' 0. 5 % 5 . 0 ' 1.4% 4.2 ' 1.5% 5.0' 2.5% 3.2' 1. 5 % 5. 3 ' 1. 5 % 5. 3 ' 2.8% 12.7' 4. 5 % 3. 8 ' 4. 5 % 3. 2 ' 2. 5 % 8. 2 ' 1.5% 5.0' 0.6% 5.0' 0. 4 % 5. 0 ' 1. 5 % 5. 0 ' 1.5% 4.0' 0. 4 % 5. 0 ' 0.9% 5.3' 1.5 % 6.5 ' 1.5 % 6.0 ' 1.5% 6.0 ' 1.5% 6.0' 1.5% 6.0' 1.0% 6.5' 1.5 % 6. 0 ' 5. 1 % 7. 0 ' 1. 6 % 6 . 0 ' 7 . 0 % 1 0 . 1 ' 5 . 9 % 1 1 . 9 ' 1. 8 % 5 . 1 ' 6. 0 % 6. 0 ' 1 . 2 % 5 . 0 ' 1 . 6 % 6 . 0 ' 1.8 % 5. 0 ' 1301 1302 1303 1304 1305 1306 1307 1308 13091310 1311 1312 1313 1314 1315 1316 1317 1201 1202 1203 1204 1205 1206 1207 1208 R16 R17 R18 R19 R20 R21 RAMP 12 MEDIAN 1 JUNCTION BOX JUNCTION BOX EXIST ROW P PP 1401 1402 1403 1404 1405 1406 1407 1408 1409 1411 1412 1413 1414 1415 1410 1416 4 . 0 ' M I N 1 . 5 % 5 . 3 ' 0 . 9 % 5. 0 ' 2.3% 4.5' 1.8% 5.0'0.5% 5.0' 1 . 5 % 5 . 3 ' 0.5% 5.0' 1 . 2 % 6 . 4 ' 0.8% 10.7' 1.0% 12.4' 1. 5 % 4. 9 ' 4.4 % 3.6 ' 1.5% 5.0 ' 1.5% 6.0' 1. 5 % 6.0' 1.5 % 5. 0 ' 4.4 % 6.5 ' 4.4 % 6.5 ' 1. 5 % 4. 8 ' 4.7% 4.3' 1.0 % 6.4 ' 1 . 1 % 3 . 8 ' 1.1% 14.5' 1.1% 4.6' R22 RAMP 13 RAMP 14 JUNCTION BOX PUSH BUTTON POLE EXIST ROW E V A L L E Y H W Y 603 + 5 0 SW 43RD ST 60+00 59+50 60+00 SW 43RD ST 603 + 0 0 61+0060+50 61+00 MEDIAN 1 FLOWLINE POINTS # 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 STATION 59+47.98 59+51.52 59+69.65 59+76.11 59+89.49 59+92.38 59+98.74 59+95.92 59+85.38 59+80.38 59+48.01 59+45.14 59+51.29 59+53.39 59+78.30 59+80.33 59+85.29 OFFSET 36.94' RT 40.47' RT 65.26' RT 65.20' RT 46.31' RT 42.23' RT 33.25' RT 27.73' RT 27.63' RT 27.59' RT 27.29' RT 34.12' RT 33.62' RT 38.60' RT 38.38' RT 33.37' RT 37.21' RT ELEV 23.40 23.39 23.86 24.11 24.16 24.13 24.06 24.09 23.82 23.85 23.52 23.44 23.46 23.46 24.03 23.93 24.07 DESCRIPTION RAMP RAMP PCC PT RAMP RAMP PC PT RAMP RAMP PC PCC SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 RAMP 12 FLOWLINE POINTS # 1201 1202 1203 1204 1205 1206 1207 1208 STATION 59+13.11 59+24.01 59+29.61 59+33.70 59+39.64 59+42.09 59+35.24 59+11.19 OFFSET 43.46' RT 48.37' RT 52.74' RT 57.18' RT 67.62' RT 79.76' RT 79.83' RT 50.19' RT ELEV 22.72 22.85 22.99 23.09 23.29 23.57 24.15 23.34 DESCRIPTION MATCH EXISTING, PC RAMP LANDING LANDING RAMP MATCH EXISTING, PT MATCH EXISTING, PC, R=33.5' MATCH EXISTING, PT RAMPS 13 & 14 FLOWLINE POINTS # 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 STATION 60+51.63 60+58.08 60+61.20 60+64.69 60+85.24 60+90.17 60+92.56 60+95.28 60+95.56 60+91.10 60+92.11 60+82.59 60+71.58 60+62.43 60+55.98 60+65.89 OFFSET 55.75' RT 46.45' RT 42.50' RT 38.92' RT 28.20' RT 27.38' RT 27.19' RT 27.04' RT 32.51' RT 33.15' RT 39.46' RT 44.30' RT 49.90' RT 49.66' RT 58.93' RT 47.04' RT ELEV 23.66 23.57 23.63 23.71 23.97 24.00 23.78 23.79 23.97 24.08 24.00 23.91 23.79 23.93 24.17 23.72 DESCRIPTION MATCH EXISTING PC, GRADE TO DRAIN RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE RAMP ENTRANCE PT MATCH EXISTING MATCH EXISTING AP AP AP AP RAMP, AP MATCH EXISTING AP GENERAL CURB RAMP NOTES 1.FOR GENERAL NOTES, SEE SHEET 56. CURB RETURN TABLE R# R16 R17 R18 R19 R20 R21 R22 DELTA 63°41'51" 10°37'49" 18°24'26" 118°01'40" 124°46'31" 135°36'14" 40°34'06" RADIUS 40.00' 28.00' 90.00' 4.00' 3.50' 4.00' 45.00' TANGENT 24.85' 2.60' 14.58' 6.66' 6.69' 9.80' 16.63' LENGTH 44.47' 5.19' 28.91' 8.24' 7.62' 9.47' 31.86' CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP03.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 3 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 1 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & E VALLEY HWY INTERSECTION SOUTH LEG 5820015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 1 1 P P \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S R 1 6 7 O N - R A M P 1601 1606 1604 1605 1607 1504 1503 1501 1502 1505 1506 1610 1611 1602 1603 RAMP 15 RAMP 16 JUNCTION BOX PUSH BUTTON POLE 2:1 7 0 2 + 5 0 R23 R24 1609 1608 1.0% 6.0' 1. 0 % 5. 0 ' 1.5% 5.0' 1.5% 5.0' 1. 8 % 5. 0 ' 3.6% 4.0' 4.5% 4.0' 1.5% 2.7' 1.0% 6.0' 1. 0 % 5. 0 ' 1.6 % 5.7 ' 1. 0 % 5. 0 ' 1. 5 % 8 . 0 ' 7.5% 7.0 ' 1.5% 5.0 ' 1.5 % 5.5 ' 6 . 8 % 1 2 . 2 ' 1.5% 5.0 ' 3.7% 7.0 ' 1.5 % 5.5 ' 7.6% 12.3' 4.5% 12.7' 8. 3 % 5. 6 ' 4. 8 % 8 . 0 ' 9.1 % 11. 4 ' 4.9% 5.0' 4.9% 5.0' 8 . 6 % 1 2 . 4 ' 1. 5 % 8 . 0 ' 7.6% 1.7' 4.5% 2.2' SW 43RD ST 70+00 71+00 70+50 70+00 71+00 RAMP 15 FLOWLINE POINTS # 1501 1502 1503 1504 1505 1506 STATION 70+15.67 70+20.58 70+32.46 70+35.21 70+16.95 70+16.81 OFFSET 38.27' LT 38.14' LT 43.50' LT 48.43' LT 48.91' LT 43.91' LT ELEV 81.21 81.47 82.02 82.11 81.91 81.82 DESCRIPTION MATCH EXISTING PC LANDING LANDING, PT MATCH EXISTING MATCH EXISTING RAMP 16 FLOWLINE POINTS # 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 STATION 70+79.59 70+84.06 70+89.87 70+99.96 71+00.38 71+03.21 71+07.91 71+09.97 71+22.33 71+05.28 71+15.03 OFFSET 71.14' LT 64.79' LT 59.29' LT 53.60' LT 53.44' LT 52.41' LT 50.69' LT 49.94' LT 46.66' LT 58.04' LT 54.55' LT ELEV 82.26 82.72 83.11 83.66 83.68 83.92 84.23 84.37 85.17 84.50 85.14 DESCRIPTION MATCH EXISTING, PC LANDING LANDING PT WING AP, LANDING LANDING LANDING PT, MATCH EXISTING AP MATCH EXISTING CURB RETURN TABLE R# R23 R24 DELTA 51°30'50" 29°05'00" RADIUS 15.00' 39.43' TANGENT 7.24' 10.23' LENGTH 13.49' 20.01' GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WSDOT LIMITED ACCESS \ \ \ \ \ \ \ \ \ \ \ \ \ 65+0065+00 CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP04.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 4 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 2 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & SR 167 INTERSECTION NORTH LEG 5920015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 P P \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SR 1 6 7 O F F - R A M P 1701 1703 1704 1702 1705 1706 1901 1902 1903 1904 1907 1908 1909 1910 1911 1912 1801 1802 1805 1806 R29 R30 R31 R32 R33 R34 1709 1710 1711 1712 1713 1714 1807 1808 1915 1914 1913 1715 1716 RAMP 17 RAMP 18 MEDIAN 3 JUNCTION BOX 80 0 + 5 0 1803 1804 1905 1906 EXIST ROW 1707 1708 3.0% 5.0' 1.5% 4.9' 7.5% 6.0' 1. 9 % 5. 0 ' 0 . 5 % 2 . 5 ' 4.7% 5.0' 0 . 6 % 4 . 0 ' 5. 8 % 2. 6 ' 0 . 5 % 2 . 5 ' 0 . 5 % 5 . 0 ' 7.1% 6.0' 1.5% 4.8' 1.5% 5.0' 6. 0 % 2. 6 ' 1.6% 4.0' 5. 8 % 3. 0 ' 1.5% 5.0' 4.5% 5.4' 7.9% 16.1 ' 1.9% 8.6 '4.8% 5.0' 8.5% 6.1' 1 . 5 % 5 . 5 ' 8.5% 8.9' 2.0% 8.0 ' 1. 5 % 5 . 5 ' 1. 5 % 5. 0 ' 1. 5 % 5. 5 ' 5.0% 6.0' 5.0% 6.0' 0 . 0 % 1 8 . 8 ' 1.5% 5.5' 5. 4 % 6. 0 ' 1.5% 5.5' 1.5% 5.5' 5. 4 % 6. 0 ' 0. 3 % 5. 0 ' 0. 3 % 5. 0 ' 1.5% 5.5' 1. 3 % 5. 0 ' 0. 1 % 1 0 . 0 ' 1 . 5 % 5 . 5 ' 1. 5 % 5 . 5 ' 3 . 7 % 5 . 0 ' 1. 5 % 5. 5 ' 1. 3 % 5. 0 ' 1. 5 % 5. 0 ' 0. 4 % 7. 0 ' 6. 0 % 3. 0 ' 1.4% 5.0' 1.5% 5.0' 1. 5 % 7. 0 ' 1.5% 5.5' 7. 9 % 8. 0 ' 7. 9 % 8. 0 ' SW 43RD ST 71+00 70+50 71+00 RAMP 17 FLOWLINE POINTS # 1701 1702 1703 1704 1705 1706 1707 1708 1709 1710 1711 1712 1713 1714 1715 1716 STATION 70+34.77 70+45.42 70+45.30 70+44.99 70+44.63 70+43.84 70+44.59 70+37.61 70+37.85 70+39.43 70+34.59 70+28.59 70+20.67 70+20.77 70+28.77 70+44.33 OFFSET 18.49' RT 30.15' RT 32.15' RT 37.14' RT 43.13' RT 56.10' RT 60.16' RT 59.73' RT 55.74' RT 29.79' RT 24.49' RT 24.31' RT 21.60' RT 18.07' RT 18.31' RT 48.12' RT ELEV 82.46 82.98 82.98 82.91 82.74 82.62 82.60 82.53 82.70 83.05 83.04 82.74 82.32 81.85 82.16 82.75 DESCRIPTION PC RAMP LANDING LANDING RAMP LANDING MATCH EXISTING MATCH EXISTING LANDING PC, R=5.0' PT AP, TRANSITION PANEL MATCH EXISTING MATCH EXISTING TRANSITION PANEL LANDING/TRANSITION PANEL GENERAL CURB RAMP NOTES 1.CURB RAMPS SHALL BE CONSTRUCTED TO MEET RUNNING AND CROSS SLOPES SHOWN. 2.ALL RAMPS AND SIDEWALKS SHALL BE COMPLIANT WITH CURRENT ADA STANDARDS. COMPLIANCE SHALL BE CHECKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER WHEN FORMS ARE SET AND WHEN CONCRETE IS POURED. ANY GRADING MODIFICATIONS REQUIRED FOR ADA COMPLIANCE SHALL BE APPROVED BY THE ENGINEER. 3.USE RADIUS DETECTABLE WARNING SURFACE (DWS) WHERE APPLICABLE. DWS SHALL BE INSTALLED PER WSDOT STD PLAN F-45.10. 4.CONNECTION BETWEEN PEDESTRIAN CURB AND CURB AND GUTTER SHALL CONFORM TO WSDOT STANDARD PLANS. 5.TOP OF PEDESTRIAN CURB SHALL BE 0.5' ABOVE CURB RAMP, LANDING, OR SIDEWALK FINISHED GRADE, UNLESS OTHERWISE NOTED. 6.GRADE EXISTING OR FINISHED GROUND TO DRAIN BEHIND PEDESTRIAN CURB, WHERE APPLICABLE. 7.CURB RAMPS SHALL BE HIGH-STRENGTH CONCRETE WHERE SHOWN ON PLAN. SEE DETAIL, SHEET 7 FOR PAY LIMITS. RAMP 18 FLOWLINE POINTS # 1801 1802 1803 1804 1805 1806 1807 1808 STATION 70+91.60 70+96.81 71+02.90 71+07.00 71+20.59 71+25.65 71+27.82 70+96.42 OFFSET 73.01' RT 66.50' RT 60.32' RT 56.82' RT 48.02' RT 45.63' RT 51.19' RT 76.58' RT ELEV 83.11 83.32 83.66 83.90 84.68 85.02 85.60 83.51 DESCRIPTION MATCH EXISTING RAMP LANDING LANDING RAMP MATCH EXISTING PC, R=76.0' MATCH EXISTING, BOW MEDIAN 3 FLOWLINE POINTS # 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 STATION 70+70.42 70+70.57 70+70.89 70+74.03 70+82.08 70+87.07 71+17.72 71+18.66 70+93.87 70+90.05 70+75.28 70+69.82 70+86.48 70+85.21 70+81.42 OFFSET 38.58' RT 33.58' RT 22.42' RT 19.51' RT 19.88' RT 20.13' RT 21.55' RT 27.34' RT 41.52' RT 44.74' RT 61.26' RT 59.45' RT 32.75' RT 39.00' RT 33.89' RT ELEV 83.71 83.79 84.17 84.41 84.69 84.84 85.90 85.76 84.27 84.19 83.49 83.46 84.40 84.30 84.31 DESCRIPTION RAMP RAMP PC PT LANDING LANDING PC PRC RAMP RAMP PRC PT SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 SEE MEDIAN LAYOUT DETAIL, SHEET 7 CURB RETURN TABLE R# R29 R30 R31 R32 R33 R34 DELTA 91°48'01" 91°01'40" 156°11'30" 33°41'36" 146°33'23" 30°54'26" RADIUS 11.00' 3.00' 3.00' 95.00' 3.00' 82.00' TANGENT 11.35' 3.05' 14.23' 28.77' 9.99' 22.67' LENGTH 17.62' 4.77' 8.18' 55.87' 7.67' 44.23' \\\\\\\\\\\\\\\\\\\\\\ WSDOT LIMITED ACCESS \ \ \ \ \ \ \ \ \ \ \ \ \ 65+0065+00 CURB RAMP PAY LIMITS CEMENT CONC. HIGH-STRENGTH CEMENT CONC., SEE DETAIL SHEET 7 DETECTABLE WARNING SURFACE LEGEND DATENO.BY APPR. DESIGNED BY CHECKED BY REVISIONS DRAWN BY DATE FILENAME 20015PLN-RAMP04.dwg SHT OFKPG PROJ. No. DATE DATEJ: \ P N W \ R E N T O N \ 2 0 0 1 5 - S W 4 3 r d P r e s e r v a t i o n P r o j e c t \ C A D D \ S h e e t F i l e s \ 2 0 0 1 5 P L N - R A M P 0 4 . d w g 7/ 2 1 / 2 0 2 5 4 : 2 3 P M BID DOCUMENT Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 BY:DATE: APPROVED FOR CONSTRUCTION Public Works Department CITY OF RENTON CITY OF RENTON SW 43RD ST, W C/L TO SR 167 RAMPSR EGIST E R E D N O T G N I HSAWFOETAT S ER N E P R F O E NNALIO E S IGS D A N E P . YAM A N E 24024297 4 -1 8-2025 1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1 DPY KFL 04/2025 04/2025 KPF 04/2025 CURB RAMP DETAILS SW 43RD ST & SR 167 INTERSECTION SOUTH LEG 6020015 77 502.5 10 20 SCALE IN FEET PLAN 1 1 1 1