HomeMy WebLinkAbout07-29-2025 - Addendum No. 5SW 43rd Street, W C/L to SR 167 Ramps Project Page 1 of 2 ADDENDUM NO. 5
July 29, 2025
Addendum No. 5
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 29, 2025
Bid Due Date: August 5, 2025 (CHANGED FROM DATE IN ADDENDUM NO. 2)
Date of Bid Opening: August 7, 2025 (CHANGED FROM DATE IN ADDENDUM NO. 2)
ATTENTION: ALL BIDDERS AND PLAN HOLDERS:
Addendum No. 5, 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. 5 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 quantity, Bid item A37 7-05 Adjust Storm Drainage Structure to Grade, 17 EA.
PLANS
2. DELETE Plan Sheets 22-28 and replace with attached Plan Sheets 22-28. Revisions include:
•Construction Note #9 (adjust storm drainage structure) removed from existing CB’s where existing
curb will remain in place. No adjustment needed at these structure locations.
SPECIAL PROVISIONS
3. Revise the Special Provision for Section 5-04.3(20) Adjusting Utility Covers, Monument Cases, and
Monitoring Well Cases and Covers to Final Grade. (Page SP-96) as follows:
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. 5
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 17 $ $
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. 5
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. 5
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. 5
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. 5
July 2025
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
CONSTRUCTION NOTES
MATCH EXISTING.
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 OVERLAY PER DETAIL, SHEET 5.
ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET
1
5
9
10
11
15
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
7513 S 180TH ST
PARCEL - 1253710060
CITY OF KENT
SW 43RD ST
PARCEL - 3623049115
TRIPLE G HOLDINGS LLC
SPIKE 107 U
FO
10+00 11+00 12+00 13+00 14+00
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22.83' LT11
STA 11+50.07
27.32' RT11
STA 12+58.64
26.79' RT11
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BEGIN PAVING STA 10+48.77
7835 S 180TH ST
PARCEL - 1253710050
GATEWAY SPRINGBOOK LLC
SW 43RD ST
PARCEL - 3623049115
TRIPLE G HOLDINGS LLC
SPIKE 106
GP GPU
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FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
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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
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24024297
4 -1 8-2025
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ROADWAY PLAN
STA 10+00 TO STA 19+00
2220015 77
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION1
1 1 1
1
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7835 S 180TH ST
PARCEL - 1253710050
GATEWAY SPRINGBOOK LLC
1412 SW 43RD ST
PARCEL - 3623049110
CPI/AHP RENTON MOB LLC
SPIKE 105
MON 6064
19+00 20+00 21+00 22+00 23+00
54
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SW 43RD ST
15
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7835 S 180TH ST
PARCEL - 1253710050
GATEWAY SPRINGBOOK LLC
1250 SW 43RD ST
PARCEL - 3623049114
MP-WALLC
SW 43RD ST
PARCEL - 3623049045
TRIPLE G HOLDINGS LLC
FO
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SW 43RD ST
(3)1555 5
EXIST ROW
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
CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN
F-10.12-04.
ADJUST WATER VALVE BOX AND VALVE MANHOLE COVER TO GRADE
PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5.
PAVEMENT REPAIR PER DETAIL, SHEET 5.
PAVEMENT OVERLAY PER DETAIL, SHEET 5.
3
5
13
15
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
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REVISIONS
DRAWN BY
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FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
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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
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4 -1 8-2025
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ROADWAY PLAN
STA 19+00 TO STA 26+50
2320015 77
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SCALE IN FEET
10 20 40 600
SCALE IN FEET
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION1
1
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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
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STA 28+62.30
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STA 28+69.06
84.61' LT 1STA 28+16.32
84.78' LT11
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STA 28+87.40
46.10' LT 35
STA 28+83.35
44.51' RT 35
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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
1510 10513
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
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DATENO.BY APPR.
DESIGNED BY
CHECKED BY
REVISIONS
DRAWN BY
DATE
FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
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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
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HSAWFOETAT
S
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N E
P
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F
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S IGS
D A N E P . YAM
A
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24024297
4 -1 8-2025
MA
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S
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A
3
5
+
5
0
S
H
E
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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
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2
3
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
1
1
1
1
1
1
1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1
07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION2
2
2
2
2
2
8301 S 180TH ST
PARCEL - 3623049005
HILL FAMILY II LLC
800 SW 43RD ST
PARCEL - 3623049113
IKEA NORTH AMERICA SERVICES
W
W36+00 37+00 38+00 39+00 40+00
54
.
3
'
SW 43RD ST
(2)15 105510 40
EXIST ROW
8441 S 180TH ST
PARCEL - 3123059129
GENUINE PARTS CO
800 SW 43RD ST
PARCEL - 3623049113
IKEA NORTH AMERICA SERVICES
800 SW 43RD ST
PARCEL - 3623049113
IKEA NORTH AMERICA SERVICES
SPIKE 102
MIC 6981
41+00 42+00 43+00 44+00 45+00
54
.
2
'
66
.
8
'
SW 43RD ST
9
15
10
10 10
10
5 5 5
16 13
3
3
EXIST ROW
(2)
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
CONSTRUCT CEMENT CONC. CURB AND GUTTER PER WSDOT STD PLAN
F-10.12-04.
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.
PAVEMENT REPAIR PER DETAIL, SHEET 5.
PAVEMENT OVERLAY PER DETAIL, SHEET 5.
ADJUST MONUMENT CASE AND COVER TO GRADE PER DETAIL, SHEET
7.
ADJUST KING COUNTY SEWER MANHOLE TO GRADE PER STRUCTURE
ADJUSTMENT DETAIL, SHEET 5.
3
5
9
10
13
15
16
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
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DATENO.BY APPR.
DESIGNED BY
CHECKED BY
REVISIONS
DRAWN BY
DATE
FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
DATEJ:
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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
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N E
P
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F
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S IGS
D A N E P . YAM
A
N
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24024297
4 -1 8-2025
MA
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4
5
+
0
0
S
H
E
E
T
2
6
DPY
KFL
04/2025
04/2025
KPF 04/2025
ROADWAY PLAN
STA 35+50 TO STA 45+00
2520015 77
MA
T
C
H
L
I
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E
S
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A
3
5
+
5
0
S
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2
4
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION1
1
1
8621 S 180TH ST
PARCEL - 3123059121
KNUDSON INVESTMENTS LLC
45+00 46+00 47+00 48+00 49+00
54
.
3
'
SW 43RD ST
(2)
(2)
13
15
10
10
540
18
18
3
3
EXIST ROW
8815 S 180TH ST
PARCEL - 3123059097
SARBAT DA BHALA V INC
4208 LIND AVE SW
PARCEL - 3926800010
ZV COMPANY INC
18129 EAST VALLEY HWY S
PARCEL - 3123059033
ORILLIA STATION SHOPPING CE
W
SPIKE 101
T
W
MON 2541
G
U
P
SP
W U
P P
P
U
P
U
P
P P
T
40
0
+
0
0
40
1
+
0
0
50
2
+
5
0
50
2
+
0
0
50+00 51+00 52+00 53+00 54+00
54
.
2
'
67
.
0
'
LI
N
D
A
V
E
S
W
SW 43RD ST
88
T
H
A
V
E
S
SW 43RD ST
(2)
STA 50+79.23
93.64' LT 1
STA 50+24.96
93.01' LT11
STA 50+26.64
57.92' RT11 STA 50+75.80
58.47' RT 1
STA 50+99.89
45.09' LT 35
STA 50+95.55
39.81' RT 35
STA 50+06.36
51.53' LT1
STA 50+10.29
55.24' LT1
(WATER)2
10
5
5
2
1
1
1
38
38
38
27
13
13
13
14
19
40 40 19
5
11
1
11
11
4
4
9
5
1
2
2
3
2
28
2
28
18
EXIST ROW
KENT CITY LIMIT
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 UTILITY STRUCTURE TO GRADE PER DETAIL, SHEET 5.
INSTALL WATER VALVE COVER PER COR STD PLAN 330.7 IN PLACE OF MANHOLE
COVER. ADJUST TO GRADE PER STRUCTURE ADJUSTMENT DETAIL, SHEET 5.
CONSTRUCT HIGH-STRENGTH CEMENT CONC. CURB RAMP TYPE PARALLEL B PER
DETAIL, SHEET 7, WSDOT STD PLAN F-40.12-03 AND CURB RAMP DETAIL SHEETS
53-60.
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 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
18
19
27
28
35
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
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
CO
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A
B
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DATENO.BY APPR.
DESIGNED BY
CHECKED BY
REVISIONS
DRAWN BY
DATE
FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
DATEJ:
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9
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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
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24024297
4 -1 8-2025
MA
T
C
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I
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S
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A
5
4
+
0
0
S
H
E
E
T
2
7
DPY
KFL
04/2025
04/2025
KPF 04/2025
ROADWAY PLAN
STA 45+00 TO STA 54+00
2620015 77
MA
T
C
H
L
I
N
E
S
T
A
4
5
+
0
0
S
H
E
E
T
2
5
10 20 40 600
SCALE IN FEET
10 20 40 600
SCALE IN FEET
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION1
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
STA 56+29.92
27.62' LT11 STA 57+06.69
27.60' LT 1
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)
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
1510 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
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FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
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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
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24024297
4 -1 8-2025
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DPY
KFL
04/2025
04/2025
KPF 04/2025
ROADWAY PLAN
STA 54+00 TO STA 63+00
2720015 77
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SCALE IN FEET
10 20 40 600
SCALE IN FEET
1
1
1
1
1
1
1
1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION2
2
2
2
2
2
P
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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)
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
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10252
67.40
CB
10275
66.69
CB
10474
84.26
CB
10513
83.29
CB
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80
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+
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
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-
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
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
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A
B
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V
E
DATENO.BY APPR.
DESIGNED BY
CHECKED BY
REVISIONS
DRAWN BY
DATE
FILENAME
20015PLN-RD01.dwg
SHT OFKPG PROJ. No.
DATE
DATEJ:
\
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1
.
d
w
g
7/
2
8
/
2
0
2
5
3
:
1
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
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
1 07/2025 DPY KPF ADDENDUM 3 - HIGH-STRENGTH SIDEWALK CLARIFICATION1
1 07/2025 DPY KPF ADDENDUM 5 - ADJUST STRUCTURE CLARIFICATION2
2
2
2 2