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CONTACT LIST:
CITY OF RENTON
SE 5TH & 6TH ST
RENTON. WA 98058
MAYOR
ARMONDO PAVONE
CITY COUNCIL
VALERIE O'HALLORAN
JAMES ALBERSON JR.
RYAN MCIRVIN
RUTH PEREZ
ED PRINCE
CARMEN RIVERA
KIM—KHANH V N
GENERAL BID INFORMATION
BUILDERS EXCHANGE OF WASHINGTON, INC,
(425)258-1303
www.bxwo.com
CITY CONTACT
JOSEF HARNDEN
(425)430-7225
JHoroden®Rentonwo.gov
BOB HANSON
(425)430-7223
Bhonsond Rentonwa.gov
CONSULTANT CONTACT
LAURA G BARTENHAGEN, PE, LEED AP
ES CONSULTING ENGINEERS, LLC
32001 32ND AVE S, STE #200
FEDERAL WAY, WAS 98001
(253)838-6113
loura.bartenhogendesmcivil.com
PUGET SOUND ENERGY
DUSTIN WELLER
(206)379-4347
VICINITY MAP
CITYWIDE WALKWAY IMPROVEMENTS / SIDEWALK REHABILITATION & REPLACEMENT 2025
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MAPLEWOOD SIDEWALK
REHABILITATION
(VOLUME 2 OF 2)
prepared for
CITY OF RENTON
prepared by
15. 32001 32nd Ave South, Suite 200
Know what's below. FEDERAL WAY, WASHINGTON 98001
Call before you dig. Phone: (253) 838-6113
LEGEND:
= INFORMATION SIGN
Os SANITARY SEWER MANHOLE
® STORM DRAIN CATCH BASIN
LUMINAIRE W/ARM
0- POWER POLE W/DROP LINE
POWER POLE W/DROP LINE & LIGHT
POWER POLE W/DROP LINE, LIGHT & TRANSFORMER
POWER POLE W/DROP LINE & TRANSFORMER
-P POWER POLE
Q POWER POLE W/TRANSFORMER
FIRE HYDRANT
Q DECIDUOUS
® FOUND CASED MONUMENT
O FOUND RAILROAD SPIKE
�— FENCE, BOARD
FENCE, CHAIN —LINK
--•-- POWER, OVERHEAD
® PK NAIL
EG=64.3 EXISTING GRADE
PR=65.0 PROPOSED GRADE APPROVED FOR BID
FOR CONSTRUCTION
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CONTRACTOR NOTE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS
AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE
INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE
DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR
TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE
PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE
CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND
IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
SHEET
DWG.
TITLE
1
CV-01
COVER SHEET
2
EX-01
EXISTING CONDITIONS
3
ER-01
EROSION CONTROL PLAN
4
DM-01
DEMOLITION PLAN
5-6
RD-01 - RD-02
ROAD AND STORM PLAN & PROFILES
7
DT-01
STANDARD NOTES & DETAILS
8
DT-02
CUL-DE-SAC DETAIL
9
DT-03
INTERSECTION DETAIL
10
DT-04
SIDEWALK DETAILS
11 - 13
XS-01 - XS-03
DRIVEWAY SECTION DETAILS
14
LA-01
LANDSCAPE PLAN
15 - 20
TC-01 - TC-06
TRAFFIC CONTROL PLAN
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SURVEYED. ESM
DRAWN BY: JJH
DESIGN Rv LOB
CHECK BY'. 11.5
PROJ NOR. I.GB
FILE: CV-01.dwg
® CONSULTING ENGINEERS Lea
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ESM JOB #215-009-025 o a
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CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
MAPLEWOOD SIDEWALK REHABILITATION
COVER SHEET AND LEGEND
CITY OF RENTON CONTRACT NO. CAG-25-290
DRAWING NO. CV--1] I
PROJECT NO. TED4004265
NV
FED AID NO. A
DATE: 09 15 2025
SHEET NO. 1 OF 20
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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SURVEY NOTES
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1. THE GEOMETRY FOR THE RIGHTS —OF —WAY AND LOTS AS DEPICTED IN THE
PLATS OF MAPLEWOOD DIVISIONS 1 AND 2 WAS HELD FOR THIS PROJECT,
AND THEN ROTATED TO THE STREET MONUMENTS FOUND AND OBSERVED
DURING THE INITIAL SURVEY. SAID PLATS ARE ON RECORD WITH THE KING
COUNTY AUDITOR, FOUND IN VOLUME 39 OF PLATS, VOLUMES 24 AND 39,
RESPECTIVELY.
2. THE FOUND MONUMENTS WERE HELD TO ESTABLISH THE RIGHT—OF—WAY
LIMITS FOR THE PROPOSED IMPROVEMENTS ASSOCIATED WITH THIS PROJECT.
FULL BOUNDARY INVESTIGATION OF THE PARCELS ADJACENT TO THIS
PROJECT HAS NOT BEEN DONE BY ESM CONSULTING ENGINEERS, LLC.
VERTICAL DATUM
1. NAVD 88 BASED ON CITY OF RENTON SURVEY CONTROL STANDARDS
g NUMBER REVISION DESCRIPTION
3020
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SURVEYED: ESM T\/ o C I� T I� CITY OF RENTON DRAWING NO. EX-01
DRAWN BY: JJX ®3200N 2 tlAveS SuEe 200No N EERS LLC \ CI OF REN ION
Fetleral Way. WA 96001 1 ® I * I'& I l.� CITYWIDE WALKWAY IMPROVEMENTS/ PROJECT NO. 1ED40042&
DESIGN BY: LOB P, , Works DeP°Itrnent MAPLEWOOD SIDEWALK REHABILITATION
.m^„po^' MMM-M Trc nsporta: i°n Division FED AID NO. N/A
CHECK BY: TLS www.esmcivil.com
pion E^WI^e -9 P ^2'—in�g - - vm^m^e APPROV OR CONSTRUCTION EXISTING CONDITIONS DATE: 09 15 2025
PROJ MGR: LOB „erg aas I �ie^i Mo •^� I L^nO x "icM1°ea0ore BY: DATE /AJ SHEET NO. � OF 20
FILE: EX-01.dwg ESM JOB #215-009-025 a cm �� �L-5 CITY OF RENTON CONTRACT NO. CAG-25-290
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TRIM EXISTING HEDGE AS -yr.. ADJUST EX MANHOLES, - "'" rYy;Ni;' PRESERVE AND PROTECT PRESERVE AND PROTECT EXISTING PRESERVE AND PROTECT
NECESSARY FOR CLEANOUT, AND CATCH i ,EXISTING BRICK WALLS POWER POLE AND CONDUIT EXISTING FENCE AND TREES
CONSTRUCTION AND BASINS TO FINISHED ;AND COLUMNS I
PRESERVE AND PROTECT GRADE (TYP) 38 k" .l* PRESERVE AND PROTECT EXISTING
POWER POLE, GUY POLE AND HEDGE
- Yffi5r -'I INSTALL 40 LF NGPE FENCE '
'� 3Oc0 TRIM EXISTING TREE is 16
PRESERVE AND PROTECT qy REPLACE EXISTING STREET SIGN WITH CDR STD
EXISTING POWER POLE ` OVERHANG W PLAN 134 & 129, SEE NOTE 5 ON SHEET 5
AND CONDUIT
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DEPARTMENT
REMOVE EXISTING LARGE i
REFER TO TRAFFIC CONTROL PLAN BUSH
SHEETS FOR PROJECT STAGING LIMITS-
CATCH BASIN INSERT PER - - -,
CDR STD SEE DETAIL THIS: �-�Y S'T IZ
SHEET (TYR) \
REGRADE AND REPLACE PORTIONS- - f
OF EXISTING SIDEWALKS ' _ PRESERVE AND PROTECT
& DRIVEWAYS (lYP) EXISTING SSMH
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PRESERVE AND PROTECT EXISTING
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EROSION / SEDIMENTATION CONTROL NOTES
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1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS —SITE IMPROVEMENTS, 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND,
SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS
TRANSPORTATION PLANS: ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND FOLLOWING A STORM EVENT.
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE -
PRE —CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS
PUBLIC WORKS DESIGN ENGINEER. PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO - SCALE: 1" = 30'
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO THE DOWNSTREAM SYSTEM.
PRESERVATIONS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL J 30 60
CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UNSUITABLE SOILS CONTOUR INTERVAL = l'
WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING UN —WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY 1, IF UNSUITABLE SOILS ARE ENCOUNTERED IN THE
THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATI ON CONTROL MULCH, SODDING OR PLASTIC COVERING. SUBGRADE, THE CITY INSPECTOR SHALL BE
LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE PRESENT TO DETERMINE EXTENT. LEGEND
BY THE APPLICANT/ESCSUPERVISOR FOR THE DURATION OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY 2, AT A MINIMUM, THE CONTRACTOR SHALL EXCAVATE
CONSTRUCTION. RETENTION FACILITIES. SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION 18- DEEP, PLACE GEOFABRIC AND BACKFILL WITH CATCH BASIN FILTER
CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN RECYCLED CONCRETE MEETING BASE COURSE OR — —
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH TOP COURSE SPECIFICATION, WITH CITY INSPECTOR CLEARING LIMITS / SAWCUT LINE
THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET APPROVAL.
WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. TOTAL DISTURBED AREA = 54,231 SF
PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT, I), ALL DISTURBED
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. MULCHING, PLASTIC COVERING, ETC.).
AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE 9, WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE
CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A
CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO
WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND THROUGH AN ADJUSTMENT PROCESS. REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR ju
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION REVIEW.
UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D
AND POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE OF THE SURFACE WATER DESIGN MANUAL.
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
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EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE C211 before you dig.
RESPONSIBILITY OF THE PERMITEE. ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
SURVEYED: 6L1 CITY OF RENTON DRAWING NO. ER-01
G. �LRTF CONSULTING ENGINEERS D CITY OF RENTCI'J
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DESIGN BY: LOB PDbft WD•ks Deportment MAPLEWOOD SIDEWALK REHABILITATION
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SS/aNAL ENS BY : DATE' �5 CITY OF RENTON CONTRACT NO. CAG-25 290 SHEET NO. � OF 0
UMBER REVISION DESCRIPTION BY APP. DATE 09/15/2025 FILE: ER-01.dwg ESM JOB jj215-009-025
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ADJUST EXISTING
MANHOLES, CLEANOUT,
AND CATCH BASINS TO
FINISHED GRADE (TYR)
NECESSARYTRIM N OR EDGE AS EXISTING E ANDD PROTECT PRESERVE AND PROTECT EXISTING PRESERVE AND PROTECT
CONSTRUCTION AND POWER POLE AND CONDUIT EXISTING FENCE AND TREES
AND COLUMNS _
PRESERVE AND PROTECT. ' PRESERVE AND PROTECT EXISTING
< i POWER POLE, GUY POLE AND HEDGE
INSTALL 40 LF NGPE FENCE �- - r
TRIM EXISTING TREE i 3r B �t
PRESERVE AND PROTECT:;. RIGHT-OF-WAY � } � REPLACE EXISTING STREET SIGN WITH COR STD
EXISTING POWER POLE j - OVERHANG t AN 1 5 ON SHEET 5
AND CONDUIT O��`1 PRESERVE AND PROTECT
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` REPLACE EXISTING SIGN WITH MUTCD PRESERVE AND PROTECT
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POST PER COR PLAN 129, SEE NOTE ADJUST CASING TO EXISTING CATCH BASIN
5 ON SHEET 5 AND REPLACE FINISHED GRADE. � '�
�� 1 ADJUST EXISTING WATER VALVE
NEIGHBORHOOD WATCH SIGN WITH IN
KIND. I 'BOXES TO FINISHED GRADE (TYR)
t'- REMOVE EXISTING CATCH ,: ( I ;REMOVE AND REPLACE EXISTING FIRE
PRESERVE AND PROTEC
T BASIN HYDRANT (RETURN EX FIRE HYDRANT
EXISTING MONUMENT. ADJUSTTO SHOP TO BE USED FOR PARTS)
\= CASING TO FINISHED GRADE. 1=F
1 'INSTALL 6" PLUG (MJ) ON EXISTING VALVE (BY
\ REPLACE EXISTING SIGN r CITY FORCES) REMOVE EXISTING VALVE BOX
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ADDENDUM
NUMBER REVISION DESCRIPTION
n
SCALE: 1 " = 30'
30 15 0 30 60
CONTOUR INTERVAL = 1'
LEGEND
ASPHALT ROAD, SIDEWALK, DRIVEWAY
& CURBING TO BE REMOVED
WITH MUTCD STD SIGN REMOVE ABANDONED
1(25 MPH SIGN VALVE BOXES c PLUG AND ABANDON EXISTING SO
POST PER COR PLAN PIPES PER 2025"WSDOT SP 9-03.22
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129 \ 7ADJUSTEXISTING WATEROXES TO FINISHEDREMOVE EXISTING PAVEMENT,
TYP) SIDEWALK & CURBING
X EXISTING '� x \�� PRESERVE AND PROTECT
MONUMENT-- EXISTING TREE (3)
\ INSTALL 75 LF IFENCE
REMOVE EXISTING CB - -� - 2y \
EXISTING CS TO BE REPLACED
PRESERVE AND PROTECT EXISTING
POWER POLE AND GUY POLE
REMOVE EXISTING LARGE
BUSH
CATCH BASIN INSERT PER
CDR STD SEE DETAIL THIS3029
SHEET (TYR) .
REFER TO TRAFFIC CONTROL PLAN REGRADE AND REPLACE PORTIONS
SHEETS FOR PROJECT STAGING LIMITS. of EXISTING SIDEWALKS
& DRIVEWAYS (TYR) / ��\ \ \ "EXIST R ESSMH AND PROTECT
REMOVE ABANDONED WATER VALVE"
BOX
PRESERVE AND PROTECT EXISTING \ ,
POWER POLE AND GUY POLE
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FILE: DM-01.dwg
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ESM JOB #215-009-025
CITY Or RENTON
Public Works Department
Trcnsporta-,ion Dieision
AP PR FOR CONSTRUCTION
BYW DATEN/4
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
MAPLEWOOD SIDEWALK REHABILITATION
DEMOLITION PLAN
CITY OF RENTON CONTRACT NO. CAG-25-290
DRAWING NO. DM-01
PROJECT NO. 'ED400421M,
FED AID NO. N/A
DATE: 09 15 2025
SHEET NO. 4 OF 20
PR -PROPOSED ELEVATION AT /� CB #9, TYPE 1 WATER METER BOXES TO BE 11 CONCRETE PAVING LEGEND BACK OF SIDEWALK (TYP) CB #1, TYPE 2-48"0 W/ THRU CURB INLET ADJUSTED E FINISHED GRADE BY
3Qi�Q W/ SOLID LOCKING LID STA 52+05.56, 15.50'JET CITY OF RENTON. REFER TO SO
4" CONCRETE SIDEWALK EX=EXISTING ELEVATION AT INSTALL NEW SADDLE STORM MH OVER
DRIVEWAY OR PATH (TYP) 21, EX. 24"0 CONC SO. ;REPLACE EXISTING STREET SIGN WITH CDR STD NOTE #6 ON SHT DT-01 (TYP) 20' HORIz.
3008
\\\\\\ 6' CONCRETE DRIVEWAY & SIDEWALK 293C .-��--. _......._ .6244 i CONTRACTOR TO VERIFY LOCATION & ELEVATION ,'PLAN 134 & 129, SEE NOTE 5 THIS SHEET 016 f 3020 _ SCALE: �-
ENGINEER O�NANYUD DISCREPANCIES Y C T'X 3012 --- ---- { _ -- 20 10 0 5 20 RT - a0
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10' CONCRETE SIDEWALK i _. ..__ _ STA 52+52.91, SE 5TH STREET
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REMOVE TO NEAREST JOINT (IF PRESENT) SEE SHEET DT-03 FOR
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PR=62 9 , ; r ,
EX=629 DRIVEwnv EX=630 AND REGRADE PORTION OF DRIVEWAY TO - z< �6261 '- i DRIVEWAY APPROACH
CEMENT CONCRETE DRIVEWAY - - ! PROVIDE POSITIVE DRAINAGE TO ROAD (TYP); r 2 -
ENTRANCE TYPE R16 PER CDR' STD EX 630 �� \\\_ \ �,.-\�� ,� 1 6--77 r62 i- w S s 64 INFORMATION
PLANS 1E T & 104.2. ^. �" �� 62.59 > 1 .78 -624116� t �62.50
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CONSTRUCT DEPRESSED CURB AT 62.67 62.37 ORIVEwnv - �:.' PR-62.5 EX=62.5 g.. pR=62.5 t w -
f+ r•\ . x o: PR=52.4 - PR-62.4 PR 62 4 PR=62 3 PR-62 6 - = o EX=62.5 r PR = 62 3
',SIDEWALK RAMPS PER STD PLAN 101. o� o - 2 �� - _ wo o _ - EX=623 031 EX=625 ' o STA= 1 CEN OF 18' DWY N:177024.79 E:1307574.35
? c .o EX=62.1 EX-62.4 EX=62 4 EX 6 EX=62 6 - EX=62 5
SLOPED RAMPS WITHIN SIDEWALKS @'y,'k� '�� _ �--_ _ oZ:53+5012, �2 CEN OF 16' DWY N:177050.29 E:1307609.20
z SHALL BE OMITTED. (TYP) qy - m - _-- -��- ,--� -- ----- '- wa -- --- - - EN F 1 TA 50+ _ _. �� \ �'� -5' SIDEWALK :\\\ \\ \\\\ \ \\� \\\\ END SIDEWALK - 73.17, 16.00' LT.
j PR=64.3 - . O3 C 0 2' DWY S
z EX=64.4 ,�•. o _ _ \ \\ - \\\ \\\ o\\ MATCH EXISTING -
,A > CEN OF 12' DWY STA. 51+20.92, 16.00' RT.
LF, 12"0 CPEP SD- `< <.• - tt
Q \\ ` m°' ro \ n. \ y_ \ _ O5 CEN OF 15' DWY STA. 51+33.98, 16.00' LT.
z \ STA=49+59.88, 22.32' LT PR=ss.2� `. ° O O \O @ S=0 40%-
i - BEGIN SIDEWALK CURB !t_ �\ .�- aF ap 1 _ 6 CEN OF 12' DWY STA. 51 +55.98, 16.00' LT.
J & GUTTER CONSTRUCTION` ¢ u
PR=65 32 S 89'OD'3D" E 33.99'�- �` - -- - - - B - %�. ____... CFN. OF 12' DWY STA. 52+55.18, 10.00' LT_
=� STA=53+65.57,
Q \ �� -�". / ej 5 as•Oo'so" E 2iasz' \\\ END PAVEMENT, CEN OF 12' DWY STA. 52+76.18, 10.00' LT.
GUTTER,
ey � CURB &XISTING s 9O CEN OF 16' DWY STA. 53+36,08, 16.00' LT.
W ¢ / `=o \4 25 LF, 12"0 CPEP SID /
l�Lq \ \ K ; - 1- STA=49+62.96. @ S=0.32% SEE NOTE 4 J *(REGRADE PORTION OF DRIVEWAY TO
2 REMOVE EX 8" CONE LESSEN DRIVEWAY APPROACH SLOPE
'BEGIN ROAD )
_W CONSTRUCTION / - \` \\\\ \o \\ \ - „ - _ -_-AND REPLACE W/
Q \ y� -'- - \.\ 5' SIDEWALK _.25 LF, 8"0 DI SD _
cy I. ;. _ ._ .,„ STA. 5D+00.00 ------ - __ _
\\ %y \ SEE SHEET DT-D2 FOR
- '\ Y/� PR=62.5 PR=62.6 O ES A753+65E58 _.
j�
W ��� `� CUL-DE-SAC DETAILS � EX-62.6 EX=62.6 NOTE
23.28' RT
�\ REPLACE EXISTING SIGN - -
�``w EXISTING ADA COMPLIANT WITH MUTCD STD SIGN Ex CONC Ir - tf1 CB 2, TYPE 1 \ / z END SIDEWALK
CD RAMPS TO REMAIN �� R1-2 (25 MPH SIGN) DRmewnv ; J L63 19 W/HRU CURB INLET 1` o SEE.
0 / POST PER CDR PLAN 63 D9 'STA 52+05.56, 15.50' RT \\ _ MATCH EXISTING 1
O UTILITY CROSSING 129
® s c610. TYPE 1
O LUMEN LOCAL COPPER ��„ �1 - W/ THRU CURB INLET
0 INFORMATION UNDERGROUND ROUTE 54 LF, 12"0 CPEP SD STA 53+22.78, 15.54' RT j
y"- "-- @ S 030% REMOVE EX CB & INSTALL' < 1
MAY BE PRESENT IN\�� REPLACE EXISTING SIGN WITH MUTCD 30i CB �14, TfPE 1 >
LU STA=52+05.58, 4.93' LT THIS AREA `� W11-2 STD SIGN (PEDESTRIAN SIGN) t W/ THRU CURB INLET NEW TYPE 1 CS SE 6TH STREET
J 12" SO INVERT = 58.01 y". POST PER CDR PLAN 129, SEE NOTE 5 STA 10+52.46, 15.35' LT t
�j 15" SS CROWN = 57.51 STA=49+58.31, 23.87' RT ON THIS SHEET AND REPLACE - E _ "' )�✓ 1;: ___ _
Q CLEARANCE = 0.50' �. BEGIN SIDEWALK, CURB NEIGHBORHOOD WATCH SIGN WITH IN KIND. ^ ` o - _ _ _
SEE NOTE 2 BELOW - /& GUTTER CONSTRUCTION - 3101
// \„ , CB #3, TYPE 1 KEY MAP
STA=52+10.48, 19.74' RT \� _ W/ THRU CURB INLET _ RD-02 SE 5TH .ci. T
1" GAS SERVICE - 59.41 \� "/ \\\ \ \ �\ �� STA 10+48.80, 15 12' RT SEE �ONT�NOpT10N ,
CLEARANCE
RA CROWN 59.09 ,, - A� \ �� - FOR
CLEARANCE 0.32'
SEE NOTE 2 BELOW V� -
CONTRACTOR TO POTHOLE AND VERIFY EXISTING Know what's below.
UTILITY LOCATION SIZE, TYPE, ELEVATION AND SE 5TH STREET Call before you dig.
NOTIFY ENGINEER OF ANY DISCREPANCIES.
�M tO'rn �'.0 `°rn ,nm .',M -c0
�N �:N �.N �N �N "NN,� �N
`�.ao � '.lo '� .� b b � b tO'�o b `D
75 CIE INT'X 75
SSD 144' _. _.. __ -_.. _ _._ --_ ___.. _.__ ._- __ _.. _. --STA 52+52.92, SE STH ST __. _. _... -_- _-._-
PVI STA: 50+14.54 = STA. 10+00.00, SE 6TH ST
STA: 49+62.96 ELEV=63.12 �,
ELEV: 65.45 PVI ELEV: 63.24 EXISTING GRADE AT CE m n
K: 13.19
BEGIN CONSTRUCITON N M12 N- n e H n + +N O
70 m� +H m - - 7�
MATCH EX -. PROPOSED GRADE AT CE Nm.. "'fO CIF +
NM. N•- - y _.N II
II II n II a CFI F II II I, n II x STA: 53+65.57
in
ELEV: 62.23
+ .. + w DRIVEWAY LOCATION N w N w '^ "'v"" - - i-n u�i r END CONSTRUCTION
(TYP) - w '" "' MATCH EX
>i �>aa
m ,� � � � a � � � zi _ .. _65-
_
NOTES: - _ m - s ¢ 5 4--
7 8
1. PROPOSED DRIVEWAY AND PATH ELEVATIONS ARE - _ _ _ .50% _ _ _ Fny 00%5 % 1.Ofi%---2�p0% _1 5D 9
BASED ON DESIGN ROAD GRADES. DRIVEWAY
�3:94 _
a APPROACH AND SIDEWALK MAY BE. RAISED OR 5 LF, 12"0 CPEP SD 25 LF, 12'0 CPEP SO . i60
6D LOWERED IN FIELD. PROVIDE POSITIVE DRAINAGE �_S .0 40% 0
S=0 32%, SEE NOTE 4--
--_-- _ _ ---.� . .... _
n - _-_....._...... __- _-
__-FROM LOT _.TO-- STREET. —CONTRACTOR - TO --GRADE __. -_.-----
" LOCALLY ADJACENT TO DRIVEWAY AND PATH TO---"- 1- - - - _
n AVOID SURFACE WATER ENTRAPMENT. SIDEWALK
a
ELEVATION TRANSITIONS TO BE MADE AT NEAREST--
e 55 CONSTRUCTION JOINT._.55. _
_ (,
FROM AS' -BUILT INFORMATION AND MAY VARY IN l
- _ -._ i _. i' L _ RREMOVE EPLACE X 8" CONIC AND
DI SD
a --Z:SRAVITY -SEWER -CROSSINGS- ARE CALCULATED-- - --_-
62 8 3
THE FIELD. PROVIDE PROTECTION TO THE SEWER p 63 02SEE NOTE 4
MAIN AT THESE CROSSINGS. FOR MINIMAL " CB 2, TYPE 1 ✓
CROSSING SPACINGS, SEE DETAIL SHEET DT-02. ti F-- 61 54 rJ0
R 50 ,.. - W/ THRU CURB INLET - -. _._. - _. - - --
-TG=61:9fi - `� - CB 10, TYPE 1
--. -. 3. EROSION AND SEDIMENT CONTROL -MEASURES ARE --__._ _. - - __-. _ __.-._.--- ... .. .__ _CB 1 TYPE 2-48"0_ -. __. -_ --. W/ THRU CURB INLET
REQUIRED TO CONFORM TO THE 2022 CITY OF TG=61.51
W SOLID LOCKING LID IE=58.07 12"0 CPEP
RENTON SURFACE WATER DESIGN MANUAL. / IE=58.07 12"0 CPEP
4. 6" AC PIPE MAY BE PRESENT IN SO TRENCH. < - 63.03 IE=57 99 12"0 CB 9 TYPE 1
_ IE=5799 12"0 CPEP _ W THRU CURB INLET 45
45 CONTRACTOR TO DISPOSE PER DOE REGULATIONS. / - -
_.. n. ., �.�:' TG=62.13. _... 62111' h
5. CITY IS CURRENTLY IN PROGRESS OF UPDATING _ r• INSTALL NEW SADDLE STORM MH �� ADJUST RIM TO
STANDARD PLAN 129 TO HAVE SIGN HARDWARE _ OVER EX. 18 "0 CONIC SD. IE=58.01 12"0 CPEP NEW GRADE (TYP.)
ZINC COATED AND HAVE SIGN BOLT AND ANCHOR - CONTRACTOR TO VERIFY LOCATION &
8 40 NSTRUCTION
BASE CHANGED TO 5/16TH - 18 X 3" INSTEAD & ELEVATION
ENGINEER 0o ANY DISCREPANCIES 40
OF CORNER BOLT.
BaR SURVEYED: ESM CITY OF RENTON DRAWING NO. RD-01
G. TF CONSULTING ENGINEERS LLC CITY OF RENTON
E�Nyr DRAWN BY: JJN ®azomazoanves,smlezool®I��®►I 11 :� RENTON CITYWIDE WALKWAY IMPROVEMENTS/
J r 32001 l way, wA, Suit PROJECT NO. iED400428:
y,. DESIGN BY: LOB Fed Public Works Deportment MAPLEWOOD SIDEWALK REHABILITATION
,DivisionFED AID NO. NNN�
CHECK BY: TIS www.esmcivil.com r Imo';"� Ircnsporta: on
su DATE: 09 15 2025
w +I cl•II a.a s.M" d ".Iws APPR FOR CONSTRUCTION ROADWAY IMPROVEMENT PLANS
�� �ciaTE�` \2 PROJ MGR: LOB e„elm wea.• I R.oie=� .o=mem I �m.�oa. nne�wre J�
BY: DATE/ ` SHEET NO. 5 OF 20
NUMBER REVISION DESCRIPTION BY APP. DATE IoNAL pq�15D025 FILE: RD-01Awg ESMEJOB #215-005-D25 - CITY OF RENTON CONTRACT NO. CAC-25-290
CL INT'X<
STA 52+52.91, SE 5TH ST -..
= STA. 10+00.00, SE 6TH ST>�
CB #1
.SEE SHEET
\
RD-01
f
#
��F
�
o0
� z
z O
0
d
NOTES: DRIVEWAY APPROACH INFORMATION
1. PROPOSED DRIVEWAY AND PATH ELEVATIONS ARE BASED ON DESIGN ROAD GRADES. DRIVEWAY APPROACH AND ISCEN OF 12' DWY STA. 11+10.36, 16.00' RT. 16 CEN OF 12' DWY STA. 13+29J4, 16.00' LT. • •(REGRADE PORTION OF DRIVEWAY TO
�O y� SIDEWALK MAY BE RAISED OR LOWERED IN FIELD. PROVIDE POSITIVE DRAINAGE FROM LOT TO STREET. CONTRACTOR 11 CEN OF 12' DWY STA. 11+23.11, 16.00' RT. 77 CEN OF 12' DWY STA. 13+40.08, 16.00' RT. • LESSEN DRIVEWAY APPROACH SLOPE)
"`,L TO GRADE LOCALLY ADJACENT TO DRIVEWAY AND PATH TO AVOID SURFACE WATER ENTRAPMENT. SIDEWALK
N
�/. (� ELEVATION TRANSITIONS TO BE MADE AT NEAREST CONSTRUCTION JOINT. 12 CEN OF 18' DWY STA. 11+65.84, 16.00' LT. 18 CEN OF 12' DWY STA. 13+99.21, 16.00' LT.
i 2. GRAVITY SEWER CROSSINGS ARE CALCULATED FROM AS -BUILT INFORMATION AND MAY VARY IN THE FIELD. PROVIDE
STA=10+46.22, 28.65' LT
PROTECTION TO THE SEWER MAIN AT THESE CROSSINGS. FOR MINIMAL CROSSING SPACINGS, SEE DETAIL SHEET 13 CEN OF 12' DWY STA. 11+95.35, 16.00' RT. 19 CEN OF 12' DWY STA. 14+35.42, 16.00' RT. x
Q 16"X6" TAPPING TEE PER STD PLAN 300.6 _
� 6" GATE VALVE (FLXMJ) 3. DEROSION AND SEDIMENT CONTROL MEASURES ARE REQUIRED TO CONFORM TO THE 2022 CITY OF RENTON SURFACE 14 CEN OF 12' DWY STA. 12+15.49, 16.00' RT. * 20 CEN OF 12' DWY STA. 14+58.62, 16.00' RT.
FIRE HYDRANT ASSEMBLY WATER DESIGN MANUAL. 15 CEN OF 12' DWY STA. 13+16.24, 16.00' RT. ' 21 CEN OF 12' DWY STA. 14+84.29, 16.00' LT.
PER STD PLAN 310.1 DOE REGULATIONS
'^ 4.
FIRE HYDRANT CENTERED ON 10' WIDE
6 AC PIPE MAY BE PRESENT IN SD TRENCH. CONTRACTOR TO
DISPOSE PER �
FOR SECTION VIEWS, SEE SHEETS XS-02 & XS-03
CONCRETE PAD. WET -TAP OF EX 16"
PR=PROPOSED ELEVATION AT BACK OF
CEMENT CONCRETE DRIVEWAY
WM TO BE PERORMED BY CITY -APPROVED
CONTRACTOR. (EX HYDRANT TO BE
STH ST
SIDEWALK (TYR)
F ENTRANCE TYPE RIB PER COR STD STA=15+00.57, 23.02' LT
RETURNED TO SHOP FOR PARTS)
EX=EXISTING ELEVATION AT DRIVEWAY
PLANS 104.3 & 104.2. CONSTRUCT END SIDEWALK
DEPRESSED CURB AT SIDEWALK MATCH EXISTING
."�{?'_,
OR PATH (TYR)
RAMPS PER STD PLAN 101.
\.1
CB 4 TYPE 1
04
,.) `
SLOPED RAMPS WITHIN SIDEWALKS 31 1
s
W/ THRU CURB INLET
- POTENTIAL CONFLICT BETWEEN
!--
SHALL BE OMITTED. TYP
-
STA 10+52.46 15.35' LT
-
PROPOSED STORM AND EXISTING WATER
- MATCH EX " r;
,r--� -1;
WATER METER BOXES TO BE
s - ` 3
s.
---- --- -
Y v t
AND GAS SERVICE LINES. CONTRACTOR
,_ _
ADJUSTED TO FINISHED GAD B
RTOESDY
4 "" ;., ,-,,' `,;
TO VERIFY W PSE AND CDR TO
ADJUST SER CES AS NEEDED (TYP).
,. G 3
a 633
- 's-'Ex= fi
r 63Ctt F RENTON.IS REFER
i kEX' NOTE #6 ON SHT. DT-01 (TYP) o
.-..,PR=63.3
"
-
F !
�>
CB #6 TYPE 7
,'^ ..- �'"
6x'63
-
5
STA 1 1 +35..9, 15.22' LT
63a
5639
_
EX=63.5
mom./ 30 LF, 12'0 CPEP SD D NEwPY -- . C8 #8, TYPE 1 PR=63.2 kE 633 " k PR=62.4 u o- -
\ PR 62.7 a PR=62.9 PR=62.8 PR-62.6 PR=63.1 s - KEY MAP
CDt•K,✓:� W/ THRU CURB INLET "- ex' > EX=63.2 EX=62.8 EX 626
EX 627 i EX=62.9 TA 12+70 - o N o --- EX=63.2 = 1"-20' Hoerz.
S .00, 15.54' LT SCALE:_5•
EX 631
SEE SHEET RD-01 y ,, : �' , A' qm 5' SIDEWALK
5' SIDEWALK-
'NR'_0J N \ �- om ._ -_. 20 10 0 20 �R 40
x
,.¢_tea --- - c --- -- - c * - CONTOUR INTERVAL T= 1,
54 LF, 12"0 CPEP SD --- -
CB #3. TYPE t �:,., .._ °� R Q 2 .. 6 7 12, Px 62.7 F SE 6TH ST !_. , r 11D-- - - bZ --- ----- - c
8 21
m __ �� .. _- -_ - + _ -�-F i _ -
W/ THRU CURB INLET oo• ^< - 12+00 - - -� 14+OD STA 15+18 24,.
635t n STA=14+92.91, 22.80' RT
STA 10+48.80, 15.12' RT m �� S 61'09' 15 E 736 69'
PR-62.7 EN ROAD, CURB &
10 m 14 -31 LF, 12'0 CPEP SD, i� - • - GUTTER CONSTRUCTION -=-I
END SIDEWALK
yo`1' k 138 LF, 12"0 CPEP SD SEE NOTE 4 F, - MATCH EXISTING MATCH EXISTING -I
I 31 LF, 120 CPEP SO / EX=62.7 �. ` 11 -
® S=0.32% o: a� - 9. 15 - 15 \ 7 19 20
�.
_ 13 14
1 95 LF, 12"0 CPEP SD -'. '� APR-62J
1 @ S=0.29%, SEE NOTE 4 EX 62.7 ESP .:-.,.,_m m x� �: +;=��. _. ,,..t,- _- �.. r ��� �x �� _.. _ \�� as --_ •'" --- - • i �� II �� p - `�� N 5 SIDEWALK
m I _
- X -
Ex 63.9 GQF• PR 62.7 3 - r - > >o �:PR=632 _ - �X, �x
a PR=62.7 a�� i PR-62.7 \'PR=625 - PR a PR 63 1. PR 63.4
;p+ EX 62 7.,..>PR=628 PR=62.8 �:, s J3 (P`R=62.9"
t> EX=62.6aEX=62.8 o EX=63 3 - EX=63 4'EX=626 aT'? w EX=62.8 w EX=63 2 EX=63.4. o'' PR-62.8pR. - j w o. KDOW WhaPS below. kEk$ w "o�e3 ,---_ = 3.0 �>REMOVE TO NEAREST JOINT (DIF PRESENT)
g2 4 " PR 6 AND REGRADE PORTION OF RI EWAY 0
.,,,�0.w - a 9k o: k o 3
Call before you dig. j 3C7�,..} L EX 62.8 w �x,fi5 EX-62.9 EX 62.7 3 o Fk,g3 _ _ EX=63.400 A'fX PROVIDE POSITIVE DRAINAGE TO V ROAD (TYP)
CONCRETE PAVING LEGEND Ex-6g9k k4= x x ' k = k Ex 63'0
fi
2
6j y E . 6A 3 EXas
4" CONCRETE SIDEWALK CB #5 TYPE 1 : 3.5 i. CB #7, TYPE 1 3105
STA 11+35.09, 15.22' RT 302c W/ THRU CURB INLET ? „
6" CONCRETE DRIVEWAY & SIDEWALK EXISTING CB TO BE REPLACED I f STA 12+70.00, 15.5_1 RT
10" CONCRETE SIDEWALK SE 6TH STREET .
r1 �o mirn WNM rnNN 0
cqii'N ',4'N
NM 0N NN• NIc4 �,4 N NN N NN NC1 NN M
_. ,..
75 75
CE INT'X
STA 10+00.00, SE 6TH ST
- STA. 52+52.91, SE 5TH ST o
ELEV=63.12 m ti o n n n - 70
70 n'm m PROPOSED GRADE ®
_.."' -gym -.-_.+'+ -._ .. .____ __- _-_-_ _... +�.-____. _--__- STA: 15+18.28
m II II o mo m +o � _ .. - .. 7 m ELEV: 63.16
° - END CONSTRUCTION
aw
a� II II PROPOSED EXISTING GRADE ® CL II n
w w a �>, GRADE ® CL w a w DRIVEWAY LOCATION
tw (TYR) 65
65-
-
Xi 10 '11 12 13 14 1g 19
=.00%+_0.86% -.5 4_ --_ 0.40% _ 7 -_. - 89-- -- ._ - -- 15 16-17 -_ _---0. - - --
n w -1 5% 6 B 9 CONTRACTOR. TO POTHOLE AND 60
r 60 �:._------ 15 VERIFY EXISTING UTILITY CROSSING -
_.
n 13 -LOCATION, 512E, TYPE, ELEVATION
- AND NOTIFY ENGINEER OF ANY
14
s- -- - - - 55
_ _3oiF, 12"m Pvc -sD _ UTILITY_CROSSINOJNFORMATION
sa LF,
- CB #9- -- -- - _-- 12"0 CPEP SO 95 LF, 12"0 CPEP SD ® S-0.30% _ - -- _-- - - - -- STA=11+50.73, 14.13' RT _-- STA=12+70.00, 5,22' LT STA=11+21.42, 8.40' RT
b 138 LF, 12"0 CPEP SD STA=10+52.03, 11.75' LT
SEE SHEET RD-01 C 5=0.30% ® S=0.29%, SEE NOTE 4 CB 6 TYPE 1 ® S=0.30% 12"0 SD INVERT - 58.32 W. WA SERVICE INVERT = 60.09 12"0 SD INVERT = 58.89 12"0 SO INVERT = 58.54
1.
5 LF, 12"0 CPEP SD CB 2 31 LF, 12"0 CPEP SD TG=62.39 O 15"0 SEWER CROWN - 57.78 O 12"0 SO CROWN = 59.56 70 8" 0 SS CROWN = 58.09 13 15' 0 SEWER CROWN = 57.72
® 5=0.40% SEE SHEET @ S=0.32% IE=58.60 12"m 31 LF, 12"0 CPEP SD CLEARANCE 0.54' (NO SUMP) CLEARANCE 0.53' OCLEARANCE 0.80' O CLEARANCE = 0.82' 50
R 50 CB 1 RD-01 @ S=0.32%, SEE NOTE 4 CB 8 TYPE 1 SEE NOTE--_2 THIS SHEET STA=11+50 57, 14.12' RT SEE NOTE 2-THIS SHEET _-...- _..SEE .-NOTE -._2 .THIS SHEET_
SEE _SHEET RD O1 CB 04, TYPE 1 __ ____ -___ _ CB 5 TYPE 1 - - ------- -- --
AS
ERVICE
RU
25 LF, 12"0 CPEP SD WG 62.02 CURB INLET IEG 68 916 12"0 WG 61 61 CURB INLET STA=10+70.89, 9.90' RT O 112' OG SD- INVERT INVERT 60:4252 0 1SD INVERT 7-058 46 1O4 S2 m SD INVERT 14 58.46T
® 5=0.32% IE=58.33 12"0 IE=58.51 12"0 IE=59.02 12"0 O4 4" GAS MAW INVERT = 59.29 CLEARANCE 0.89' �I 6" 0 SS SERVICE CROWN = 57.43 6" 0 SS SERVICE CROWN = 57.39
IE=58 51 12"0 12"0 SD CROWN = 59.25 STA 11+61.72, 14.26' RT CLEARANCE = 1.03' CLEARANCE = 1.07'
et CLEARANCE 0.04' OS big" WA SERVICE INVERT 59.62 SEE NOTE 2 THIS SHEET SEE NOTE 2 THIS SHEET 45
45 CB_ 3. TYRE1-:y: _ _ _ _. _... _ -.. - CEI 7 TYPE 1 _ _--.....
-_-- -- 0 62.62 W/ THRU CURB INLET--STR=10f9235,--5.25' RT -- -- 12"0 13D-- CROWN -=-59.60 - STA=11+35.09, 4.18' LT STA=12+43.71, 15.23' RT
s TG THRU CURB INLET - = STA AR2+27.0802 5.03' RT - O
_ TG=61.61 O s/6' WA SERVICE INVERT - 60.50 12"0 SD INVERT - 58.33 15 12"0 SD INVERT = 58.85
TG-62.05 - -
IE=58.23 12"0 IE=58:92 12"0 12 0 SD CROWN - 59.27 O %" WA SERVICE INVERT 60.14g6" 0 SS SERVICE CROWN = 57.27 6" 0 SS SERVICE CROWN = 57.74
IE=58.23 12"0 IE=58.92 12"0 CLEARANCE 1.23' 12"0 SO CROWN = 59.79 CLEARANCE = 1.06' CLEARANCE = 1.11'
40 E=58.23 12"0 CLEARANCE 0.35, SEE NOTE 2 THIS SHEET SEE NOTE 2 THIS SHEET 40
SURVEYED: M1 T�]C\I nI CITY OF RENTON DRAWING NO. RID-0
BAR>�cry ® CONSULTING ENGINEERS LLC CITY OF \L V OIV
JQs`Eo Msxi�ry, DRAWN BY: JJX 32001 way S,S,iti 200I ®� �� CITYWIDE WALKWAY IMPROVEMENTS/ PROJECTNO. TED400426:
DESIGN BY: Lfl8 Pjbfc Works Deoortment MAPLEWOOD SIDEWALK REHABILITATION
Z °a'o,°=°°= Tronsportatior Division FED AID NO. N/A
E CHECK BY: iLS www.esmcivii.com
one caPo . F1e�uR APR OR CONSTRUCTION ROADWAY IMPROVEMENT PLANS DATE 09 15 2025
SQOttl pi°il En�ineerin9 Land Surveying nning
L\ PROJ MGR: LOB „erg oa° I'roi==i u°^aa°^•°"e I BY: DATE: SHEET NO. 6 OF 20
NUMBER REVISION DESCRIPTION BV APP. DATE 09/15/2025 FILE: RD-02.dwg ESM JOB #215-009-025 / CITY OF RENTON CONTRACT NO. CAG-25-290
STORM DRAINAGE NOTES:
GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL
1. IMPROVEMENTS SHALL BE CONSTRUCTED TO MATCH THE ELEVATIONS SHOWN. PRE- CONSTRUCTION MEETING SHALL BE HELD AMCNG THE CITY OF BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM
RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BED LIMITED TO 8:30 APPLICANT' S CONTRACTOR. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE
*,UT1,LI1TYMI1N.
ER UTILITY AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM
PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK SPECIFICATIONS:
IN THE RIGHT OF WAY. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY 4 - 8 INCH ROCK / 40 - 70% PASSING;
THE CO LOCATIONS
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON 2 - 4 INCH ROCK / 30 - 40% PASSING; AND
S THAN 12" CLEARANCE SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES, CALL 48-HOUR MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD,
LOCATORS AVOID
BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE
K GAP BETWEEN UTILITIES AT 4. WATER METER BOXES SHALL BE ADJUSTED TO FINISHED GRADE. RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL
SSING W/ 6" THICK ETHAFOAM OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED
5. THE CONTRACTOR SHALL OR
FIT" THE SIDEWALK AROUND EXISTING ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON
OBSTRUCTIONS AT THE DIRECTION OF THE ENGINEER, TO INCLUDE BUT NOT BE THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT
z LOWER LIMITED TO UTILITY POLES AND FENCES. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE BE CONNECTED TO ON- SITE BMPS.
PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER
a 6. ALL WOODEN SIGN POST TO BE REPLACED PER CDR PLAN 129. CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT
z O
FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS TOPPED WITH ABOLT- LOCKING LID MARKED "STORM° OR "DRAIN
CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER
U Q REQUIRE
CONSTRUCTION. SAP RA EREVIEW
SURFACE WATER DRAINAGE AGEY THE
CITYLL TO SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT 0
EATHAFOAM INSTALLATION DETAIL CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION THE CITY STANDARD PLAN 227. 00.
i NOT TO SCALE FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND
J TEMPORARY CSTC RECYCLED CONCRETE) ) BY WRITTEN APPROVAL FROM THE CITY. GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT
Q
SAWCUT LINE TRANSITION AT DRIVEWAY 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.
_ (LOCATION PER SHEETS WHENEVER CONSTRUCTION IS IN PROGRESS. 22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED (PUBLIC AND
w RD-01 AND RD-02) 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS
cc EXISTING DRIVEWAY 5' ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00.
FLOWLINE AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY
Y NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS
J APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY AND/ OR PAVEMENT.
Q z -- VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO
!> FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE
W 6" '�-- HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT
LU _ PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A
`4" CSTC ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED
APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
Op NOT TEMPORARY TRANSITION TO EXISTING DRIVEWAY DETAIL ENGINEER OF RECORD IF A CONFLICT EXISTS. 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED,
---- - -- - - TO SCALE 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE
O TEMPORARY CSTC (RECYCLED CONCRETE) NAD (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY MOISTURE CAPACITY THE SOIL EITHER STOCKPILE AND REDISTRIBUTE
CI LA
THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL
TRANSITION TO EXISTING PAVEMENT NOTED ON THE PLANS. WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.
LLI & ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY
J NEW CONCRETE CURB & GUTTER DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL
IZ SAWCUT LINE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D
- COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORIN ATER
FOR
Q STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE
TEMPORARY CSTC (RECYCLED CONCRETE) EXISTING PAVEMENT PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM
TRANSITION AT DRIVEWAY 2' INFILTRATION AREAS, ALL TRENCH BACKFILL,SHALL BE FIRM AND
UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN PROVIDED DURING CONSTRUCTION.
2•• 92% OF MAXIMUM DRY DENSITY. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
.. , .. ...... .;. r,:,
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE,
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED.
NEW CON K
w,
NOTE: RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION ANY WORK WITHIN THE TRAVELED RIGHT- ROF-EQUIRE
WAY THAT MAY
THIS TEMPORARY TRANSITION TO BE IMPLEMENTED STANDARDS. INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL
CONCRETE DRIVEWAY IF ASPHALT PAVEMENT REPLACEMENT IS NOT DONE
PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
4" CSTC IMMEDIATELY FOLLOWING THE CURB AND GUTTER 10 ALL PIPEGRADE AN STRUCT
URES
START SHALL BE STAKED
F R SURVEY
LINE AND STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL
WORK. APPLY.
THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING
MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE 27. PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA
TYPICAL INTERIM CURB TRANSITION DETAIL GRADE AS STAKED. (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON
NOT TO SCALE 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/ MANHOLE
UNLESS OTHERWISE APPROVED BY THE CITY. LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES,
PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE.
WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL REQUIREMENTS.
R/W RAS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE
30' 30' /W UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE
0.5' BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO
2' 5' 6.5' 16 16' 16' 6.5' 5' 2' PLAN 220. 00, 220. 10, AND 220. 20. TABLE 4.2.1.A2 OF THE RENTON SWDM.
SIDEWALK PLANTERAlk PLANTER SIDEWALK 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO
CEMENT CONCRETE i TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR
IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED
CURB & GUTTER 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS
ADJUST SIDEWALK AS NEEDED ADJUST SIDEWALK AS NEEDED SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL
TO MATCH EXISTING DRIVEWAYS
TO MATCH EXISTING DRIVEWAYS CITY STANDARD PLAN 204. 10, 204, 20, 204. 30, 204. 40, AND 204. OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE
e
AND PATHS i AND PATHS 50. WHENTNOTTURES SHALL HAVE: COLLECTING RUNOFF, ANDNGULAR OUTS DEC OFOTHEDRO ROADWAY.
BUCKET TEST IN WHICH 5 GALLONS OF WATER I POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF
t 5% 2 p% 2 D% 2 D% 2 0% t.50% ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS
..__ WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE.
ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE ONETEST
SHALL MTHEMINIMUM BE CONDUCTEDPER A1,000 TE F SQUARE TIDEN. AT LEAST
S
r' r't`- •". `'-"'p .,,i?�>2' ra P ..✓>f£ "�� '` PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN
STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE
4" CSTC 4" HMA INSTALLED IN (2) 2" LIFTS 4" CEMENT CONC. SIDEWALK 4" CSTC TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE
15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER
8" CSTC RECYCLED CONCRETE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST.
THE RENTON SWDM. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
PER WSDOT STANDARD SPEC
1-06.6 COMPACTED TO 95% 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- CF- WAY
TYPICAL STREET SECTION WITH VERTICAL CURB SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL
SCALE: 1 =5 MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH
FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
Know what's below.
Call before you dig.
BAR?, SURVEYED: E51A CITY OF RENTON DRAWING NO.
G E` ® G.7S AT ENGINEERS LLC ` OITY OF RENTON DT-01'
DRAWN BY: ,uK 3200� 32ndAve5,Suite2oul G I ®I®►I �/ RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
C J 4 r Fede.ai way, WA 98001 PROJECT NO. iEUA0042&
DESIGN BY: LOB Public wo�l<s Department MAPLEWOOD SIDEWALK REHABILITATION
'"' �'";°-' Transportation Civision FED AID NO. N/A
E CHECK BY: 11.5 WW..esmoi0.Com
APPR OR CONSTRUCTION DATE: 09 15 2025
w„ �o : USpi ti EnWineering s min, anni , STANDARD NOTES & DETAILS
insOGy7ErvV 2 FROJAALD OR.d ESMc JODe 215 009fe 025 eyam.m I �neNape ,v<nieaw." BY DATE: I SHEET NO. �_OF JO
CITY OF RENTON CONTRACT NO. CAG-25-290
NUMBER REVISION DESCRIPTION BY APP. DATE D9/15/2025 _-
OA
CURB FLTABLE
BCR
ECR
O
CURB FLTABLE
STATION OFFSET
BCR
49+80.91 26.88'LT
ECR
50+24.34 26.53'LT
p=97B1�57" R=36.00' L=61.46�
O
CURB FLTABLE
a O
<
BCR
w
ECR
Q
o �
a J
OCURB
D
FLTABLE
m
Q
BCR
LLJ
ECR
Y
J
Q
LU
0
Cn
0
O
O
W
J
n
Q
STATION
OFFSET
49+66.39
20.81'LT
49+80.91
26.88'LT
Q=13'15'21" R=100.00' L=22.96'
STATION
OFZ.13�L�T
50+24.34
26
50+51.38
16
Q=42'S3'6" R=40.00' 70'
STATION
OFFSET
49+62.40
23.41�RT
50+15.29
16.00�RT
p=4976'40" R=41.00' L=35.61'
U.
Know what's below.
Call before you dig.
REVISION DESCRIPTION
3008
' TRIM EXISTING HEDGE AS NECESSARY
=OR CONSTRUCTION AND PRESERVE
AND PROTECT
I
STA 50+24.34, 26.53'
LT
STA 50+51.38, 16.00' LT
i
r
/ FL63.22 � FL:62.48
/8' LT
STA 49+80.91, 26.8
�,,,i �,EL 63.68'
5' SIDEWALK
STA 49+66.39, 20.81' LT FL:63.79
�\
- FL62.45 O
STA 49+64.56, 20.90' LT'
FL:62.59
EL=65.24' � 65 � FL:63.94 � 4
A
MATCH EXISTING
FL:63.89—
L
iss,� <��}
769J
�q
N.,
5' SIDEWALK \
STA 50+1529, 16.00' RT
EL=6299'
STA 49+62.40, 2:
EL=64.19'
STA 49+58.33, 23.38'
EL=64.26'
MATCH EXISTINGIBM
SURVEYED: 691
CONSULTING ENGINEERS LAC
DRAWN BY: JJX 32001 32ntl Ave S, Suite 200I
Federal Way, WA 98001
DESIGN BY: LOB
CHECK BY: 1L5 www.esmcivil.com
PROJ MI LOB c� eI� E w „eer„s I L,�a amrma < � a„'e ala�o�e° m<a�w..
FILE: DT-02.dwg ESM JOB #215-009' e
025
CITY OF RENTON
Public Works Department
Trcnsporta-ion Division
FOR CONSTRUCTION
n
SCALE: 1 " = 10'
10 s o 10 zo
CONTOUR INTERVAL = 1'
5r
s�
'SE 6TH STREET '.
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
MAPLEWOOD SIDEWALK REHABILITATION
CUL-DE-SAC DETAIL
CITY OF RENTON CONTRACT NO. CAG-25-290
KEY MAP
DRAWING NO. D I —OL
PROJECT NO. TFD400426`
FED AID NO. NH A
DATE: 09./1512025
SHEET NO.8 OF 20
g
z I
O
CURB F TABLE
O
CURB F TABLE ...____.._. 008' /
-. t .. - $01 2
STATION OFFSET
BCR
BCR
52+97.82 10.00'.
ECR
ECR
Q=4557'30" R=10.00' L=7.95'
PER SIDEWALK '..
O
CURB FLYABLE
O
CURB FLYABLE
SIDEWALK A
DETAILS ON SHEET DT-o4
BCR
ECR
STATION
OFFSET
52+04.64
16.00'
52+11.79
13.00'
Q=45'S7'30" R-10.00' L=7.95'
STATION
OFFSET
52+11.79
13.00'
52+78.93
10.00'
p=45'57'30" R=10.00' L=7.95'
STATION OFFSET
62.`
BCR 53+04.96 13.00' _-__-_ -'
ECR 43+12.11 16.00'---_-_-----__--_--- ----
p=45'S7'30" R=10.00' L=7.95'
62.38
O CURB FLYABLE O CURB FLYABLE TRANSITION TO ZERO CURB
Lri
3016 ; 3020
a I
' TRANSITION CURB AND GUTTER TO MATCH EXISTING '
SIDEWALK B PER SIDEWALK :, FROM STA 53+60.57 TO 53+65.57 '
DETAILS ON SHEET DT-04
i
62.75
62.63
� 5' SIDEWALK
11\1 e%
STA 52+19.57 TO 52+29.57 TRANSITION TO ZERO CURB LP 61 51�
STATION OFFSET -\\62.55\ STA 52+87.18 TO 52+97.18
_ BCR BCR 52+04.64 I6.00' 1+00 BOC:62.65 62.30
ECR.FS;62.15 ° 0 62.65 BOC:62 ,33 - 0 No\FL:62.33 C:62 6
059
- -
_ Q=45'S7'30" R=10.00' L=7ao .95' -cBOC 62 56
AFL 62 56 6 FL 61 56
Op CURB FLYABLE --_� •------- ;: LP:61 96 1.4%
J STATION OFFSET STATION OFFSETFL: 05 O BOC.62.73 62 92 BOC:62.73 BOC:62.26 }OO
FL.62.72 ro FL:62.73 FL:62.64
] BCR 10+37.33 10.00' BCR 52+1t.79 1300' ° BOC:62.65 c, BOC:63.01FL:62.26 0 o i
',yl 62.53 o FL 61.75 ZZ
( ECR 10+44.48 1300' ECR 52+18.93 10.00, o 62.85 FL-62 65 / \ 62.46 FL 61.76 --
p=45'57'30" R=1o.00' L=7.95' p=45'57'30" R=10.00' L=7.95' S2i00 r FL:62.14 1 5% 62.93/63.12 SE 5TH STREET 53+Oo STA. 52+97.18,
J STA. 52+19.57, - 1.57 END ASPHALT RAMP /
% O CURB TABLE O BEGIN ASPHALT RAMP- FL:62.15 STA. 52+29.57, STA. 52+87.18,
FL O CURB FI TABLE IN FL:62.14 0o FL:62.35' END RAMP o 1 BEGIN RAMP `O
STATION OFFSET FL:62.64 ) FL : .26 ° o FL:61.76 t� v \
j STATION OFFSET �- ,A BOC:62.26 80C:62.26 X
1 F ° FL:62.72 //°1 //a/
( BCR 10+44.48 13.00' .BCR 52+97.82 10.00' FL62.05' 1� �6° 1 `�/ \7 q9 FL:62.33 _ M
ECR 10+51.62 16.00' ECR 53+04.96 13.00' LP:61.96 7* ry^/. 5.0% �~° 49 .2�1N FL:61.66 f
' P615
J p=45'57'30• R=10.00' L=7.95' p=45'S7'30" R=10.00' L=7.95' 1.96 O �1� 1•s FL \ :M1 HP:62.71 L*6 � O � I
O CURB F�TABLE O CURB FTABLE � 6 ti` O STA. 10+28.a5, 6 zy FL 61 500
J R ----- 'A G BEGIN RAMP a' FL:61.68 O5
] -- _ TRANSITION TO ZERO CURB 116272
BCR
,1 ECR
STATION OFFSET
52+23.63 10.00'
10+29.29 10.00'
Q=73'73'9B"
R=25.00' 1=32.18'
STATION OFFSET
10+54.37 76.00'
10+47.27 13.05'
Q=45'20'43" R=10.00' L=7.89'
BCR
ECR
-
STATION OFFSET
53+04.96 13.00'
53+12.11 16.00'
Q=45'S7'30" R=10.00' L=7.95'
16,
---' STA 52+19.57 TO 52+29.57 FL:62.67 CONCRETE CROSSWALK - - -�----
BOC:62.64 • BOC:62.59 10" THICK PER DETAIL
` HP:62.83 FL:62.64 FL:62.59SHEET DT-01
s 62.92 e ° ----
o FL'62 54 • h`• 5' SIDEWALK
� O CURB FLYABLE --
--"-"-------SIDEWALK C & D PER 2'0% 62 84 ,
SIDEWALK DETAILS ON BOC:63.14 w ) TRANSITION TO ZERO CURB __T________-------
STATION OFFSET SHEET DT-04 10' ' FL:62.17 r STA 52+87.18 T0�52+97.18-----'--"-
( BCR 10+47.27 13.05' 'TRANSITION TO ZERO CURB SIDEWALK E & F PER
ECR 10+39.07 10.15' STA 10+26.63 TO 10+40.23 FL 62.23 10' SIDEWALK DETAILS ON SHEET
Q=51'54'04" R=10.00' L=9.00' �♦ `�� FL'62.12 w 8062 2.62 DT-04 .
BO1.62.62 b L: .12 TRANSITION TO ZERO CURB
L CURB FLYABLE22% STA. 10+40.23, STA 10+30.71 TO 10+40.23 '
END RAMP �
STATION OFFSET
\ FL:62.08 /
BCR to+3s.m 10.15' LP:62.05
ECR 52+94.74 10.00' \ LP 62 O5 o FL'62.07 �=+ �
Q=93'82'44" R=25.00' L=40.94' 2 a�7
�I FL62.06
FL 62.05 NI
FL62.08-
� + r
SE 5TH STREET
0
a5
SE 5TH STREET
70
62.68
65
TOP OF CURB
m m �
� r i5
0+80 1 +00 1 +20 1 +40 1 +60
SE 6TH STREET
- TOP OF CURB
.+, M
F m
70
RENTON
65
SE 5TH STREET
70
65
r
1+80 2+00 2+20 2+40 2+60
SE 6TH STREET
n
SCALE: 1" = 10'
to s o to zo
CONTOUR INTERVAL =1'
KEY MAP
15.
Know what's b@IOW.
C81(I before you dig.
SE 5TH STREET
TOP OF CURB o
(11'P)
o o
N M -
u+i N + - N Q E Q + n + � �
<
� F _____O5_� 1.4% 4.9% ___ __________ _________ _____________ - _____________________
c r4% 0.5%
1.2% 1.2% 0.5% 0.9%
�2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20
"s
STATION OFFSET
10+54.37 76.00'
10+47.27 13.05'
Q=45'20'43" R=10.00' L=7.89'
BCR
ECR
-
STATION OFFSET
53+04.96 13.00'
53+12.11 16.00'
Q=45'S7'30" R=10.00' L=7.95'
16,
---' STA 52+19.57 TO 52+29.57 FL:62.67 CONCRETE CROSSWALK - - -�----
BOC:62.64 • BOC:62.59 10" THICK PER DETAIL
` HP:62.83 FL:62.64 FL:62.59SHEET DT-01
s 62.92 e ° ----
o FL'62 54 • h`• 5' SIDEWALK
� O CURB FLYABLE --
--"-"-------SIDEWALK C & D PER 2'0% 62 84 ,
SIDEWALK DETAILS ON BOC:63.14 w ) TRANSITION TO ZERO CURB __T________-------
STATION OFFSET SHEET DT-04 10' ' FL:62.17 r STA 52+87.18 T0�52+97.18-----'--"-
( BCR 10+47.27 13.05' 'TRANSITION TO ZERO CURB SIDEWALK E & F PER
ECR 10+39.07 10.15' STA 10+26.63 TO 10+40.23 FL 62.23 10' SIDEWALK DETAILS ON SHEET
Q=51'54'04" R=10.00' L=9.00' �♦ `�� FL'62.12 w 8062 2.62 DT-04 .
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L CURB FLYABLE22% STA. 10+40.23, STA 10+30.71 TO 10+40.23 '
END RAMP �
STATION OFFSET
\ FL:62.08 /
BCR to+3s.m 10.15' LP:62.05
ECR 52+94.74 10.00' \ LP 62 O5 o FL'62.07 �=+ �
Q=93'82'44" R=25.00' L=40.94' 2 a�7
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SE 5TH STREET
0
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SE 5TH STREET
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62.68
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65
SE 5TH STREET
70
65
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SE 5TH STREET
TOP OF CURB o
(11'P)
o o
N M -
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� F _____O5_� 1.4% 4.9% ___ __________ _________ _____________ - _____________________
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"s
BCR
ECR
-
STATION OFFSET
53+04.96 13.00'
53+12.11 16.00'
Q=45'S7'30" R=10.00' L=7.95'
16,
---' STA 52+19.57 TO 52+29.57 FL:62.67 CONCRETE CROSSWALK - - -�----
BOC:62.64 • BOC:62.59 10" THICK PER DETAIL
` HP:62.83 FL:62.64 FL:62.59SHEET DT-01
s 62.92 e ° ----
o FL'62 54 • h`• 5' SIDEWALK
� O CURB FLYABLE --
--"-"-------SIDEWALK C & D PER 2'0% 62 84 ,
SIDEWALK DETAILS ON BOC:63.14 w ) TRANSITION TO ZERO CURB __T________-------
STATION OFFSET SHEET DT-04 10' ' FL:62.17 r STA 52+87.18 T0�52+97.18-----'--"-
( BCR 10+47.27 13.05' 'TRANSITION TO ZERO CURB SIDEWALK E & F PER
ECR 10+39.07 10.15' STA 10+26.63 TO 10+40.23 FL 62.23 10' SIDEWALK DETAILS ON SHEET
Q=51'54'04" R=10.00' L=9.00' �♦ `�� FL'62.12 w 8062 2.62 DT-04 .
BO1.62.62 b L: .12 TRANSITION TO ZERO CURB
L CURB FLYABLE22% STA. 10+40.23, STA 10+30.71 TO 10+40.23 '
END RAMP �
STATION OFFSET
\ FL:62.08 /
BCR to+3s.m 10.15' LP:62.05
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Q=93'82'44" R=25.00' L=40.94' 2 a�7
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SE 5TH STREET
0
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m m �
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SE 6TH STREET
- TOP OF CURB
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70
65
r
1+80 2+00 2+20 2+40 2+60
SE 6TH STREET
n
SCALE: 1" = 10'
to s o to zo
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15.
Know what's b@IOW.
C81(I before you dig.
SE 5TH STREET
TOP OF CURB o
(11'P)
o o
N M -
u+i N + - N Q E Q + n + � �
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� F _____O5_� 1.4% 4.9% ___ __________ _________ _____________ - _____________________
c r4% 0.5%
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---' STA 52+19.57 TO 52+29.57 FL:62.67 CONCRETE CROSSWALK - - -�----
BOC:62.64 • BOC:62.59 10" THICK PER DETAIL
` HP:62.83 FL:62.64 FL:62.59SHEET DT-01
s 62.92 e ° ----
o FL'62 54 • h`• 5' SIDEWALK
� O CURB FLYABLE --
--"-"-------SIDEWALK C & D PER 2'0% 62 84 ,
SIDEWALK DETAILS ON BOC:63.14 w ) TRANSITION TO ZERO CURB __T________-------
STATION OFFSET SHEET DT-04 10' ' FL:62.17 r STA 52+87.18 T0�52+97.18-----'--"-
( BCR 10+47.27 13.05' 'TRANSITION TO ZERO CURB SIDEWALK E & F PER
ECR 10+39.07 10.15' STA 10+26.63 TO 10+40.23 FL 62.23 10' SIDEWALK DETAILS ON SHEET
Q=51'54'04" R=10.00' L=9.00' �♦ `�� FL'62.12 w 8062 2.62 DT-04 .
BO1.62.62 b L: .12 TRANSITION TO ZERO CURB
L CURB FLYABLE22% STA. 10+40.23, STA 10+30.71 TO 10+40.23 '
END RAMP �
STATION OFFSET
\ FL:62.08 /
BCR to+3s.m 10.15' LP:62.05
ECR 52+94.74 10.00' \ LP 62 O5 o FL'62.07 �=+ �
Q=93'82'44" R=25.00' L=40.94' 2 a�7
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FL 62.05 NI
FL62.08-
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SE 5TH STREET
0
a5
SE 5TH STREET
70
62.68
65
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m m �
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SE 6TH STREET
- TOP OF CURB
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70
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65
SE 5TH STREET
70
65
r
1+80 2+00 2+20 2+40 2+60
SE 6TH STREET
n
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KEY MAP
15.
Know what's b@IOW.
C81(I before you dig.
SE 5TH STREET
TOP OF CURB o
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o o
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09/15/2025
SURVEYED: ESN
DRAWN BY: JJN
BY: LOB
CHECKBY: T S
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FILE: DT-04.dg
CONSULTING ENGINEERS LLC
®3200132nFLAT
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ESM JOB #215-009-025
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%OVEDNSTRUCTION
DATE /� � -Z
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
MAPLEWOOD SIDEWALK REHABILITATION
SIDEWALK DETAILSPROJ
CITY OF RENTON CONTRACT NO. CAG-25-290
DRAWING NO. DT—O4
PROJECT NO. 7ID4004265
FED AID NO. N A
DATE: 09 15 2025
10 OF�/ONAL
NUMBER
REVISION DESCRIPTION
BY
APP.
DATE
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REVISION DESCRIPTION
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® 32601 32ntl Ave S, Suite 200II
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FILE: XS-01.dwg
ESM JOB #215-009-025
RD-01 , DWY #9, STA 53+36.08 LT
BY:
CITY OF RENTON
Public Works Department
Trcnsperta:ion Division
7OR CONSTRUCTION i
--- 65
- 60
SCALE: V = 10'
10 5 0 10 20
SCALE: 1,.-10' HORIZ.
1'=5' VERT.
LEGEND
CL = PROPOSED GRADE AT CENTERLINE
FL = PROPOSED GRADE AT FLOWLINE
BOD = PROPOSED GRADE AT BACK OF
DRIVEWAY APPROACH
BOW = PROPOSED GRADE AT BACK OF SIDEWALK
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
MAPLEWOOD SIDEWALK REHABILITATION
DRIVEWAY SECTION DETAILS
CITY OF RENTON CONTRACT NO. CAG-25-290
ju.
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Call before you dig.
DRAWING NO. " S-0 1
PROJECT NO. TED4004265
FED AID NO. N/
DATE: 09 15 2025
SHEET NO. "_ OFF
RD-02, DWY #10, STA 11+10.88 RT
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LEGEND
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FL = PROPOSED GRADE AT FLOWLINE
BOD = PROPOSED GRADE AT BACK OF
DRIVEWAY APPROACH
BOW = PROPOSED GRADE AT BACK OF SIDEWALK
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SURVEYED: ESY
CITY OF RENTON
DRAWING NO. XS-02
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Works Department
MAPLEWOOD SIDEWALK REHABILITATIONPROJECT
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REVISION DESCRIPTION
BV
APP.
DATE/ONAL
D9/15/202.
FILE: XS-02.dwg
ESM JOB
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MAPLEWOOD SPECIAL PROVISIONS
TRIM EXISTING HEDGE As
SECTION 8-02.3(4) TOPSOIL
NECESSARY FOR
STREET TREES TO BE SELECTED AND INSTALLED BY
SCALE: -20' NDR
I r=s• vERT.
1. THOROUGHLY SCARIFY SUBGRADE IN ALL AREAS TO BE PLANTED OR SEEDED,
CONSTRUCTION AND
PRESERVE AND PROTECT
THE CITY OF RENTON PARKS DEPARTMENT
-
INCLUDING ROADWAY PLANTER AREAS AND BACK -OF -WALK RESTORATION AREAS TO
INSTALL 40 LF NGPE FENCE
�.
20 • ,10 0 20 „ ` 40
A MINIMUM DEPTH OF TWO INCHES (2'), UNLESS OTHERWISE NOTED ON THE
-
,Lt3;i?i
G
PLANS
'.
2. SCARIFIED SUBGRADE SHALL BE INSPECTED AND APPROVED BY THE ENGINEER
�. Ex c
3012
PRIOR TO THE PLACEMENT OF TOPSOIL.
WAY .'-
y��
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3. REMOVE ALL CONSTRUCTION DEBRIS AND ROCKS OVER TWO INCHES (2") IN�`
p3 3f.)r}i'"=
Ex CONC
DIAMETER PRIOR TO PLACING TOPSOIL.
4. UPON APPROVAL OF THE SUBGRADE, TOPSOIL TYPE A SHALL BE INSTALLED IN
/ ,r-.-,1.�_., �z
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ONE TWO INCH (2") LIFT. + _ °a2co � 'i' ' • :`\� -KEY MAP
5. AREAS WITHIN 6" OF CURBS AND SIDEWALK SHALL NOT BE CULTIVATED AND CARE J i�-----=��-' - --- _ - -- -- -- - -- __ __
SHALL BE TAKEN TO AVOID UNDERMINING BASE MATERIALS. IN ADDITION, AREAS ,� �' 5' SIDEWALK -- - - I - ----
AROUND EXISTING TREES TO REMAIN SHALL NOT BE CULTIVATED WITHIN THE - - _
u, DRIPLINE OF THE TREE OR ANY OTHER AREAS WHICH APPEAR TO HAVE A
SIGNIFICANT NUMBER OF EXISTING TREE ROOTS.
6. FINISH GRADE IN ROADWAY PLANTER AREAS AND BACK -OF -WALK RESTORATION \ _
AREAS SHALL BE ONE INCH (1"). IN BACK -OF -WALK RESTORATION AREAS, FINISH _.-- - �- -- - ---
it _._._ .:.._
Q GRADE SHALL BE ADJUSTED AT THE CONSTRUCTION LIMITS TO TIE SMOOTHLY INTO �� / ' - �, 50+00 - -
EXISTING FINISH GRADE OF THE SURROUNDING AREA. sz+oo
i _
y - -l"� \- LIMITS OF RIGHT-OF-WAY LINE- o -
-� \ z DISTURBANCE- TYP "' S 89.0030" E 252.91'
7. REMOVE ROCKS, ROOTS. AND DEBRIS OVER ONE INCH (1") DIAMETER IN ALL `.. � i / TYR 'T :I PRESERVE AND
m PLANTED AND SEEDED AREAS. LIGHTLY COMPACT SOIL TO A COMPACTION RATE OF `\ v' \ I 1; r SE 5TH ST PROTECT
= NO MORE THAN 65% AND ESTABLISH A SMOOTH AND UNIFORM FINISHED GRADE h'>
EXISTING
TO ALLOW SURFACE DRAINAGE AND PREVENT PONDING. HEDGES:: _ _-
_._
LJJ 8. TOPSOIL TYPE A SHALL CONFORM TO SECTION 9-14.2(1) OF THESE SPECIALIr
- _� ~ * t� - _ _
PROVISIONS AND SHALL BE SUPPLIED BY A CONTRACTOR'S SUPPLIED SOURCE, _ �` .. _
Y AND AS APPROVED BY THE ENGINEER. \` ';_"yam:,` i 5 SIDEWALK
R
J SECTION 9-14.2(1) TOPSOIL TYPE A -i - - - - `�' `--�-- -!� - - - _ _- ___ _- � 1:.
1
1. IN ADDITION TO GENERAL REQUIREMENTS LISTED ABOVE FOR PLANTING SOIL, THE
ITEMS LISTED BELOW SHALL BE FOLLOWED FOR IMPORTED PLANTING SOIL FROM .9 2" DEPTH TOPSOIL "•� {P
2/ A AND HYDROSEED '
LLJ OFF -SITE SOURCES FOR PLANTING BEDS. PLANTING SOIL SHALL MEET THE v, / / Ex CONY ,.. /f• J
FOLLOWING PHYSICAL REQUIREMENTS: \ F x z FROM BACK OF oRrvEwnv ^j') Q'(
L / SIDEWALK TO EDGE 3009 ' ` ;L - ? i y,
CI) PRODUCT PARAMETER REPORTED UNIT OF MEASURE SPECIFICATION RANGE \ (s ��� / OF ROW, TYP. N !: �`.. SE 5TH ST
PH 5.5 7.5 C:N RATIO < 20:1
0 ELECTRICAL CONDUCTIVITY MMHOS CM < 2 /s9
O XCHANGEABL ODIUM PERCENT MAX. 10% % Cy 1
O SODIUM ABSORPTION
CATION EXCHANGE CAPACITY MILUEQUIVALEN IS 100 G DRY SOIL > 5 '9f_ A
Lt.l a. MAXIMUM PARTICLE SIZE: 5/8 INCH, WITH 97% TO 100% PASSING THE 1/2"
SCREEN
b. PLANTING SOIL COMPONENTS SHALL CONSIST OF THE FOLLOWING:CL
t
1) 30% 40% BY VOLUME SANDY LOAM
Q 2) 30% 40% BY VOLUME SAND
3) 30% 40% BY VOLUME COMPOST
c. ADJUST ABOVE AMOUNTS TO ACHIEVE THE FOLLOWING IN ADDITION TO THE USDA �� ,`•� ��� �\�
TEXTURAL REQUIREMENTS AND:
1) ORGANIC CONTENT FOR PLANTING: 4 8% ORGANIC CONTENT BY DRY WEIGHT �•C �� �� �� _ $'Ep,
PER LOI _ -
2) FINES AS DEFINED BY #200 SIEVE. NOT MORE THAN 15%. PROVIDE �' ���� _ - >°i/�/�%f� ,.�-�� �A�� 120-1 �
LABORATORY TESTING PER THIS SECTION. (AASHTO T88) MAPLEWOOD SPECIAL PROVISIONS �� ;,%- GN
d. SOIL AMENDMENTS AND FERTILIZERS PER SOIL TEST: TOPSOIL AND LANDSCAPE MP� SE
1) ADD OR DEDUCT TYPES AND AMOUNTS PER SOIL TEST RESULTS FOR PLANT HYDROSEED MIX IN ALL PLANTER SCALE: t'=20' HGRT.
GROWTH REQUIREMENTS.
STRIPS AND DISTURBED AREAS t"=5 VER
2. PROVIDE FINAL AMOUNTS AND TYPES AS PART OF SUBMITTALS FOR APPROVAL. WITHIN PROJECT LIMITS OF
DISTURBANCE, TYP. REFER TO 20 10 0 20 40
3. PLANTING SOIL SHALL BE FERTILE, FRIABLE, UNIFORM, AND THOROUGHLY MIXED. SPECIFICATIONS THIS SHEET
4. PLANTING SOIL SHALL BE FREE OF CLAY LUMPS, LITTER, AND OTHER EXTRANEOUS
MATERIALS HARMFUL TO PLANT GROWTH. PLANTING SOIL SHALL BE FREE OF STONES-
11NCH (1 ") OR LARGER IN ANY DIMENSION. '` ' `
3101 �,s �� 3148
w_
5. PLANTING SOIL SHALL MEET THE CRITERIA FOR HEAVY METALS AND TOXICS PER 'S^ETI-.j S-) 3118
MTCA WAG 173-340-900 TABLE 749-2 FOR UNRESTRICTED LAND USES. -�-
PRESERVE AND PROTECT ?: 04
REFER TO MAPLEWOOD SIDEWALK REHABILITATION (CAG-24-311) 2025 SPECIAL EXISTING TREE (3) -
PROVISIONS DOCUMENT: OO ; INSTALL 75 LF NGPE FENCE - --- !
PAGE SP-105 FOR USDA TEXTURAL CLASSIFICATION FOR SANDY LOAM
PAGE SP-105, SP-106 FOR WAC MTCA TEST METHODOLOGY
SECTION 9-14.5(6) COMPOST C9�,(v 5' SIDEWALK -
1. NO FRESH SAWDUST OR OTHER FRESH WOOD BY-PRODUCTS SHALL BE ADDED / O `,, -'� -"` •, :-T I ..j I -.:-:I _ _ -- - TO EXTEND THE VOLUME AFTER THE COMPOSTING PROCESS. 00
2. THE CONTRACTOR SHALL PROVIDE A COMPLETE ANALYSIS OF TOPSOIL TYPE A
WITH ONE CUBIC FOOT SAMPLE FOR REVIEW AND APPROVAL. ,Z.� C'J _ _ _ ------ -- _ --- - - -- `-�:---
_.._____- ... -_- F
�G ----- 12+00 a«b - 14+00 s 4D 1
SECTION 9-14.3 SEED
1. THE GRASS SEED DEALER SHALL MIX THE GRASS SEED ONLY. X- ,: ., SE 6TH ST - -
2. THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH A DEALERS GUARANTEED
STATEMENT OF THE COMPOSITION, MIXTURE, AND THE PERCENTAGE OF PURITY ANDi-_-__-
a GERMINATION OF EACH VARIETY. �� r`' -- ---- ----.----. - - ,;,•. r
3. ALL SEED MIXES SHALL BE CERTIFIED AS 99% WEED -FREE AND 90% VIABLE
... -. _ x _
SEEDS BY GERMINATION TESTS AND BY AGE SPECIFICATIONS BY SPECIES.
4. APPLY HYDROSEED MULCH, TACKIFIER, SEED AND FERTILIZER PER SUPPLIERS •5' SIDEWALK-
-____
RECOMMENDATIONS.
SEED MIX SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE-
5 PROPORTIONS INDICATED: 30' 7 i REMOVE EXISTING LARGE -
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9
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MAPLEWOOD SIDEWALK REHABILITATION SPECIAL PROVISIONS LANDSCAPE SEED MIX
Common/ Botanical Name
% SPECIES COMPOSITION
DESIRED SEEDS PER SF
PLS LBS/AC
Sideoats Gramo /
20
30
6.8
Bouteloua curtipendula
California Oatgross/
20
30
6.2
Donthonia colifornico
Native Red Fescue/
30
45
3.9
Festuca rubra vor. Rubra
Prairie Junegrass/
30
45
0.8
Koeleria macrantha
REVISION DESCRIPTION
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SURVEYED: ESM
CONSULTING ENGINEERS LLC
DRAWN BY: JJN
IBM 32001 32nd Ave 5. Suite 200I
Federal Way, WA 98001
STATE OF
DESIGN BY: LOB
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WASHINGTON
REGISTERED
CHECK BY: TLS
www.esmcivil.com
LANDSCAPE ARCHITECT
PROD MGR: LOB
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CERTIFICATE N. 743
FILE: LA-01 - Copy.dwg
ESM JOB #215-009-025
Know what's below.
Call before you dig.
CITY OF RENTON
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
Public Works Department MAPLEWOOD SIDEWALK REHABILITATION
Trcnsporta:'an D,vision
FORCONSTRUCTION LANDSCAPE PLAN
bvn DATED/ k,7 CITY OF RENTON CONTRACT NO. CAG-25-290
DRAWING NO. -LA-Q 1
PROJECT NO. TED4004265
FED AID NO. N/A
DATE: OS 15 2025
SHEET NO. 14 OF_ M
TRAFFIC CONTROL GENERAL NOTES:
LEGEND
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ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PART 6,
CITY OF RENTON STANDARD SPECIFICATIONS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE
DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION.
ALL TCPS WITH TCP APPLICATION MUST BE SUBMITTED A MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE BEGINNING
OF WORK TO TCPCRENTONWA.GOV
A COPY OF THE APPROVED PLAN(S) SHALL BE ON SITE DURING CONSTRUCTION.
2. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED PRIOR TO THE START
IF CONSTRUCTION.
3. POSTED SPEEDS WITHIN THE PROJECT SITE ARE AS FOLLOWS:
• SE 5TH ST = 25 MPH
• SE 6TH ST = 25 MPH
4. NOTIFY THE FOLLOWING AGENCIES A MINIMUM OF 10 CALENDAR DAYS IN ADVANCE FOR ANY ROAD CLOSURES
OR DETOURS:
• CITY OF RENTON PUBLIC WORKS - (425) 430-7204
• RENTON FIRE AUTHORITY - (425) 276-9580
• CITY OF RENTON POLICE DEPARTMENT - (425) 430-7500
• GENERAL KING COUNTY TMC - (206) 477-3663 -
• KING COUNTY METRO - (206) 553-3000
• REPUBLIC SERVICE (TRASH COLLECTION) - (253) 518-5145
RENTON SCHOOL DISTRICT TRANSPORTATION - (425) 204-4455
ANY ROADWAY CLOSURES LASTING MORE THAN 24 HOURS REQUIRE APPROVAL BY CITY COUNCIL.
5. ROAD WILL BE CLOSED SIGNS MUST BE POSTED AT LEAST 3 CALENDAR DAYS BEFORE ROAD CLOSURE BEGINS
OF 2:1.
• IF CHANNELIZATION DEVICES ARE USED TO DELINEATE A PEDESTRIAN ROUTE, A CONTINUOUS DETECTABLE EDGING
SHALL BE PROVIDED THROUGH THE LENGTH OF THE ROUTE. THE TOP OF THE EDGING SHALL BE A MINIMUM OF
32" ABOVE THE ROUTE SURFACE AND THE BOTTOM OF THE EDGING SHALL BE A MAXIMUM OF 2" ABOVE THE
ROUTE SURFACE.
• AT LOCATIONS WHERE PROVIDING AN ALTERNATE PEDESTRIAN ROUTE IS INFEASIBLE. PEDESTRIAN
CLOSURE/DIRECTION SIGNAGE SHALL BE POSTED IN ADVANCE OF THE PEDESTRIAN FACILITY CLOSURE AT THE
NEAREST MARKED CROSSWALK OR INTERSECTION.
• PHYSICAL BARRICADES SHALL BE INSTALLED WHEREVER THE EXISTING ACCESSIBLE ROUTE IS CLOSED TO
PREVENT PEDESTRIANS FROM INADVERTENTLY ENTERING A WORK AREA.
• TEMPORARY RAMPS SHALL BE CONSTRUCTED WHEREVER AN ALTERNATE PEDESTRIAN ROUTE CROSSES A CURB
AND EXISTING CURB RAMPS ARE UNAVAILABLE. THE MINIMUM WIDTH OF THE RAMP SHALL BE 48"; THE MAXIMUM
SLOPE OF THE RAMP SHALL BE 8.3%; THE MAXIMUM CROSS SLOPE OF A RAMP SHALL BE 2%. THE BOTTOM OF
THE TEMPORARY RAMP SHALL BE FLUSH WITH THE ROADWAY. TEMPORARY DETECTABLE WARNING MATS (OR
SIMILAR) SHALL BE INSTALLED AT STREET CROSSINGS.
• INFORMATION REGARDING CLOSED PEDESTRIAN ROUTES, ALTERNATE CROSSINGS, AND SIGN/SIGNAL INFORMATION
SHALL BE COMMUNICATED TO PEDESTRIANS BY PROVIDING DEVICES SUCH AS AUDIBLE INFORMATION DEVICES,
ACCESSIBLE PEDESTRIAN SIGNALS, AND/OR DETECTABLE BARRIER/CHANNELIZATION DEVICES.
26. THE CONTRACTOR SHALL TREAT DROP OFFS (ABRUPT CHANGES IN ELEVATION) IN ACCORDANCE WITH SECTION
1-07.23(1)A.
27. CONTRACTOR TO PROVIDE THREE (3) DAYS NOTICE FOR CONCRETE SIDEWALKS, CURB, GUTTER, AND DRIVEWAY
CONSTRUCTION. DRIVEWAYS SHALL BE BLOCKED OFF AND NOT DRIVEN ON FOR SEVEN (7) DAYS AFTER
CONCRETE PLACEMENT.
6. MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES, UNLESS OTHER NOTED IN THESE PLANS OR TRAFFIC CONTROL PROJECT SPECIFIC NOTES:
APPROVED BY ENGINEER.
1. CONTRACTOR TO PROVIDE SIGNAGE AND BARRICADES FOR FULL CLOSURE DURING WORK HOURS, PLATED
7. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL ACCESS DURING NON -WORKING HOURS.
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. NOT ALL EXISTING FEATURES AND
UTILITIES MAY BE SHOWN 2. FLAGGERS ARE NOT ANTICIPATED TO BE NEEDED, ONLY CONSTRUCTION CREW SPOTTERS.
8. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT
UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY
AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY
AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR REPLACING DAMAGE EQUIPMENT TO THE
SATISFACTION OF THE AFFECTED UTILITY AGENCY
9. MAINTAIN EXISTING LANE WIDTHS AT ALL TIMES. DEVICES SHALL BE OFFSET FROM LANE/EDGE LINES BY A
MINIMUM OF 2'. THE TRAFFIC CONTROL SUPERVISOR MAY FIELD -ADJUST DEVICES UP TO THE LANE/EDGE LINE
IF NEEDED, BUT DEVICES SHALL NOT ENCROACH INTO THE OPEN LANE. WHERE EXISTING LANE WIDTHS CANNOT
FEASIBLY BE MAINTAINED, LANE WIDTH SHALL BE 11' MINIMUM AT ALL TIMES, UNLESS OTHERWISE NOTED IN
THESE PLANS.
10. DEVICE SPACING AT CORNERS SHALL BE A MAXIMUM OF 8' APART. THE TRAFFIC CONTROL SUPERVISOR MAY
FIELD -ADJUST DEVICES TO PROVIDED TIGHTER SPACING FOR THE PROTECTION OF EXISTING SIGNAL POLES.
11. WHERE STEEL PLATES ARE NECESSARY TO COVER AN EXCAVATION WITHIN THE ROADWAY, EACH SIDE OF THE
PLATE SHALL HAVE A MINIMUM 12" BEARING ON THE SIDES OF THE EXCAVATION. PLATES SHALL BE ANCHORED
AND BEDDED ON TEMPORARY PAVEMENT PATCH MATERIAL, SHIMMED TO PREVENT MOVEMENT, ORIENTED
PERPENDICULAR TO TRAFFIC, WITH BEDDING TAPERED ON ALL SIDES TO PROVIDE SMOOTH TRANSITION FOR ALL
USERS, PLATES SHALL BE TEXTURED TO PROVIDE A NON-SKID SURFACE AS APPROVED BY THE ENGINEER.
PLATES SHALL BE DELINEATED WITH PAINT AT ITS EDGES AND WARNING SIGN(S) W8-24 (STEEL PLATE AHEAD)
INSTALLED AS DIRECTED BY THE ENGINEER.
12. TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE A MINIMUM OF 1' FROM THE TRAVELED WAY, CRASHWORTHY
AND COMPLY WITH MUTCD PART 6.
13. CHANNELIZATION DEVICES USED DURING HOURS OF DARKNESS SHALL HAVE RETROREFLECTIVE BANDS.
14. CONTRACTOR SHALL COORDINATE LANE/SIDEWALK CLOSURES ACROSS EXISTING DRIVEWAYS WITH ADJACENT
PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF CLOSURE. CONTRACTOR SHALL SET UP TRAFFIC
CONTROL DEVICES TO MAINTAIN ACCESS TO PROPERTIES AT ALL TIMES, UNLESS OTHERWISE APPROVED IN
WRITING BY THE ENGINEER.
3. USE TEMPORARY NO PARKING SIGNS TO CLEAR PARKING. ATTACH RENTON TEMPORARY NO PARKING FORM
TO SIGNS AND FOLLOW INSTRUCTIONS ON FORM
SIGN SPACING = X (1)
RURAL ROADS & URBAN ARTERIALS
1 35 / 40 MPH
350' ±
RURAL ROADS & URBAN ARTERIALS,
RESIDENTIAL & BUSINESS DISTRICTS
25 130 MPH
200' ±
RBAN STREETS
25 MPH OR LE$$
100' ±
BARRICADE - TYPE 3 R
® BARRICADE - TYPE 3 L
WORK ZONE
SIGN LOCATION
1 - WORK VEHICLE
ROAD
WORK D W20-1
AHEAD
ROAD
CLOSED 0W20-3
AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
SIDEWALK CLOSED
CROS, S HERE
SIDEWALK
II
CLOSED
ROAD
CLOSED
ROAD
WILL BE
CLOSED
MON DA - MON DA
XAM XPM
O3 R11-3 60" X 30"
B/W
0 R9-11A B/W
5 R9-9 B/W
O R11-2 B/W
G R11-1501 B/W
15.
SEE SECTION 1-07 OF THE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS REGARDING CONSTRUCTION
ET
SO M4-tOR
UNDER TRAFFIC.
16.
TRAFFIC CONTROL SIGNS IN PLACE AT ONE LOCATION CONTINUOUSLY FOR LONGER THAN THREE DAYS SHALL BE
CLASS A.
17.
CLASS A CONSTRUCTION SIGNING SHALL BE INSTALLED PER WSDOT STANDARD PLANS K-80.1 AND G-22.10.
DETOUR
O9 M4-10L
18.
SIGNS SHALL BE BLACK LEGEND ON ORANGE BACKGROUND, UNLESS OTHERWISE NOTED IN THESE PLANS.
19.
DIAMOND SHAPED WARNING SIGNS SHALL BE 36"X36" UNLESS OTHERWISE NOTED IN THESE PLANS.
20.
WARNING SIGNS SHALL BE ON TRIPODS OR 4 LEG STANDS. ALL OTHER SIGNS CAN BE ON TYPE 1 BARRICADES.
2 21.
SIGNS MOUNTED TO TYPE 3 BARRICADES SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS
®
10 R3-1 36" X 36" B/W/R
AND COMPLY WITH MUTCD PART 6.
22.
TYPE 3 BARRICADES SHALL BE INSTALLED IN ACCORDANCE MUTCD PART 6. PLACE TYPE III BARRICADES (R11-2
-
AND R11-3) ADJACENT TO TRAVELED WAY (ON SHOULDER, BUT WITHIN TRAVEL LANES.)
23. PROVIDE PEDESTRIAN AND BICYCLE TRAFFIC WITH AN ALTERNATE ROUTE WHEN EXITING FACILITIES ARE
INTERRUPTED BY CONSTRUCTION ACTIVITIES. ALTERNATIVE ROUTES SHALL BE CLEARLY DELINEATED AND
SEPARATED FROM THE CONSTRUCTION ACTIVITIES. THE FOLLOWING GUIDANCE IS PROVIDED REGARDING
TEMPORARY TRAFFIC CONTROL FOR PEDESTRIANS:
• TEMPORARY TRAFFIC CONTROL DEVICES AND OTHER CONSTRUCTION WORK/MATERIALS/EQUIPMENT SHALL NOT
ENCROACH INTO THE USABLE WIDTH OF PEDESTRIAN ROUTES.
• PROVIDE A MINIMUM 84" UNOBSTRUCTED VERTICAL CLEARANCE FOR PEDESTRIAN ROUTES. SIGNS AND OTHER
DEVICES LOWER THAN 84" ABOVE THE PEDESTRIAN ROUTE SHALL NOT PROJECT GREATER THAN 4" INTO THE
ROUTE.
• PROVIDE A SMOOTH, CONTINUOUS, HARD SURFACE THROUGH THE LENGTH AND WIDTH OF THE PEDESTRIAN
ROUTE. THERE SHALL BE NO CURBS OR VERTICAL ELEVATION CHANGES GREATER THAN 12" IN GRADE OR
TERRAIN. VERTICAL ELEVATION DIFFERENCES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT A MAXIMUM SLOPE
SE STH ST 11 M4-4(MOD)
DETOUR 12 M4-9R 48" X 36"
DETOUR 13 M4-9L 48" X 36"
T
14 M4-9(MOD) 48" X 36"
DETOUR
15 W20-2
AHEAD
YEIL
6 R1-2
7 W3-2
NE AN
ROAD
AHEAD
18 W20-3
TO
ONCOMING
19 R1-2A
TRAFFIC
5.
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SURVEYED: E51L
DRAWN BY: J&1
CONSULTING ENGINEERS LLC
® 32001 32nd Ave S, Suite 2001 ® 1.01 1
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RENTON
CITY OFV
CITY OF RENTON
CITYWIDE WALKWAY IMPROVEMENTS/
DRAWING NO. TC-01
PROJECT NO. TED4004265
Federal Way. WA 98001
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Public Works Cepa rtment
MAPLEWOOD SIDEWALK REHABILITATION
DESIGN BY: LOB
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TrcnsportaJon Division
FED AID NO. N/A
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CHECK BY: 7L3
www.esmcivil.com
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APPR ED
FOR CONSTRUCTION
TRAFFIC CONTROL PLAN -NOTES
DATE: O9 15-2025
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CONTRACT NO. CAG-25-290
SHEET NO. 15_ OF 20
NUMBER
REVISION DESCRIPTION
BY
APE.
DATE
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09/15/202
FILE: TC-01.dwg
ESM JOB #215-009-025
CITY OF RENTON
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• _ _ `= SIDEWALK STAGE 1 - STORM REMOVAL &
------
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6
PEDESTRIAN DETOURS MUST BE ADA
1 / • / 100 COMPLIANT AND CROSS HERE SIGNS
2 o-
15 11 g009 MUST BE AT AN ADA COMPLIANT
OY CROSSING TYPICAL FOR ALL
14 SIDEWALK/CROSSWALK CLOSURES.
_ IF THIS IS NOT POSSIBLE,
NOTES: CONTRACTOR TO PROVIDE A
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PEDESTRIA
1. SEE SHEET TC-01 FOR TRAFFIC CONTROL \ \ `�-�,
�V A� __---� o f � PEDESTRIANS TO CROSS THE
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2. SEE SHEET TO 01 FOR TRAFFIC CONTROL \� �p `SO' 1 ; "f ,'„`"y. �•4'�`ss>4'-
LEGEND AND TABLES.
3. DETOUR SIGN LOCATIONS SHOWN ON THIS
PLAN ARE APPROXIMATE. EXACT LOCATION
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BE AS APPROVED BY CITY OF 6yJ /Cy \ \�
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SHAL
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4. SEE GENERAL NOTE 22 ON SHEET TC-01 �� _
FOR ADDITIONAL DETAILS REQUIRED FOR ``� Po
PEDESTRIAN TRAFFIC CONTROL.31
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5. MAINTAIN ACCESS TO SIDE STREETS AND
DRIVEWAYS AT ALL TIMES. A\\ 3 2 ` �- �i� G?
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6. SEE TO-06 FOR ADVANCE SIGNING
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SIGN LEGEND: (THIS SHEET ONLY)
WORK ZONE WORK VEHICLE 6
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BARRICADE -TYPE 3 R
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CHANNELIZATION DEVICE
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8
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5 W20-2
'e NUMBER REVISION DESCRIPTION
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SURVEYED: FSM CITY OF RENTON DRAWING NO. TC-02
TING ENGINEERS IL. CITY 0- RENTON
DRAWN BY: JJN IBM M.A.82001 32nd Ave S, Suite 200I ` CITYWIDE WALKWAY IMPROVEMENTS/
Federal Way, WA98001 Public Works Department FED AID No. iED40O428:
DESIGN BY: LOB MAPLEWOOD SIDEWALK REHABILITATION
L. P1,:oar Trcnsporta:ion Division FED AID NO. NIA_
CHECK BY: 7LS www.esmcivil.com
A RO ED FOR CONSTRUCTION TRAFFIC CONTROL PLAN - STAGE 1
PROJ MGR: LOB ;;c DATE: 09 15 2025
�Work=ring _j Surveying
I Proi•=1 M=n=a•mene one � aonne=w.= SHEET NO. 16 OFF
FILE: TC-02.dwg ESM JOB #215-009-025 BY: DATE( CITY OF RENTON CONTRACT NO. CAG-25-290
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-----------"'—"'--'---- STAGE 216 -SOUTH SIDE 5TH & 6TH
�� s ` ' -+ 5 CURB, GUTTER, SIDEWALK, DRIVEWAY,
Y 35p ` / • 4 PEDESTRIAN DETOURS MUST BE ADA COMPLIANT PLANTER REMOVAL & REPLACEMENT
J AND CROSS HERE SIGNS MUST BE AT AN ADA
\COMPLIANT CROSSING TYPICAL FOR ALL 1 ,
SIDEWALK/CROSSWALK CLOSURES. - NOTES:
15 7: F IF THIS IS NOT POSSIBLE, CONTRACTOR TO 1 + 0; 1. SEE SHEET TC-01 FOR TRAFFIC CONTROL
\ \ _ •\ \ \ PROVIDE A PEDESTRIAN HANDLER TO ASSIST -
14 GENERAL NOTES.
2 PEDESTRIANS TO CROSS THE STREET. _
2. SEE SHEET TC 01 FOR TRAFFIC CONTROL
LEGEND AND TABLES.
60' 3. DETOUR SIGN LOCATIONS SHOWN ON THIS
PLAN ARE APPROXIMATE. EXACT LOCATION
SHALL BE AS APPROVED BY CITY OF
\ A %<,��w �� �� _ RENTON. -
��
LLJ 4. SEE GENERAL NOTE 22 ON SHEET TC-01
FOR ADDITIONAL DETAILS REQUIRED FOR
•9J- 04 PEDESTRIAN TRAFFIC CONTROL.
" PS, �SF6 5. MAINTAIN ACCESS TO SIDE STREETS AND
C DRIVEWAYS AT ALL TIMES.
s6 SO, ZJ�' .0g 6. SEE TC-06 FOR ADVANCE SIGNING
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SIGN LEGEND: (THIS SHEET ONLY) `� �� 7 16 � `
9 ' 6
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BARRICADE - TYPE 3 R
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• • • • DRUMS (HIGH VISIBILITY) � (TYP) `Op -.
CHANNELIZATION DEVICE -
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WORK 0 W20-1 R11-2 BMW 17 W3-2
AHEAD CLOSED ® \ �� i 2
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ROAD oNE LAN 1
CLOSED 2O W20-3 SE STH ST 11 M4-4(MOD) ROAD 16 W20-3
AHEAD AHEAD
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PEDESTRIAN DETOURS MUST BE ADA COMPLIANT'
AND CROSS HERE SIGNS MUST BE AT AN ADA
ROAD CLOSED R11-3 60" X 30" DETOUR COMPLIANT CROSSING TYPICAL FOR ALL
3O B/W O 14 M4-9(MOD) 48" X 36" ONRC.4OF IICG 19 R1-2A ���
LOCAL TRAFFIC oNLY SIDEWALK/CROSSWALK CLOSURES.
�/ IF THIS IS NOT POSSIBLE, CONTRACTOR TO i
PROVIDE A PEDESTRIAN HANDLER TO ASSIST �P31
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- SIDEWALK CLOSED
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1° SURVEYED: MM 1�I T nI CITY OF RENTON DRAWING NO. TC-03
o G- BAARTE, CONSULTING ENGINEERS LLC CITY OF RENTON
DRAWN BY: JJX azooi azna Ave s, suite zoo l� I V V PROJECT N0. TM400426!
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Federal Way, WA 98001
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DESIGN BY: LAB n
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PEDESTRIAN DETOURS MUST BE ADA COMPLIANT
AND CROSS HERE SIGNS MUST BE AT AN ADA
COMPLIANT CROSSING TYPICAL FOR ALL
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m • • • ! -. _. _- -_ .-' .i' _ SIDEWALK_..
a_ __—__— _—__—__—__—__—__ __— _
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6 6� PLANTER REMOVAL & REPLACEMENT
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SHALL BE AS
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RENTON.
W �y �SQ��} P STAGE 3 WORK ZONE
\.\\, 76' /Y7C \ span ,rr' ��\ f' 4. SEE GENERAL NOTE 22 ON SHEET TC-01
u
`v�' FOR ADDITIONAL DETAILS REQUIRED FOR
Q �� ����- 40 �" PEDESTRIAN TRAFFIC CONTROL.
��°" "9Y -� l' TEMPORARY RECYCLED
�� r�*Po 3F CONCRETE FOR DRIVEWAY 5. MAINTAIN ACCESS TO SIDE STREETS AND
(T,P) DRIVEWAYS AT ALL TIMES.
SIGN LEGEND: (THIS SHEET ONLY) �� ST
/ 6. SEE TC-06 FOR ADVANCE SIGNING
a
WORK ZONE WORK VEHICLE �\ \� \ \ PEDESTRIAN DETOURS MUST BE ADA COMPLIANT
AND CROSS HERE SIGNS MUST BE AT AN ADA
COMPLIANT CROSSING TYPICAL FOR ALL
;J SIDEWALK/CROSSWALK CLOSURES
® BARRICADE -TYPE 3 R IF THIS IS NOT POSSIBLE, CONTRACTOR TO
PROVIDE A PEDESTRIAN HANDLER TO ASSIST
® BARRICADE -TYPE 3 L � SIGN LOCATION �'�`�� �. � � r`+y ® pq+;r \\ 19 PEDESTRIANS TO CROSS THE STREET.
CHANNELIZATION DEVICE - �� "t.\ \ �
• • • • DRUMS (HIGH VISIBILITY) V 18 17
i .
18 r' r
CHANNELIZATION DEVICE - CONES (HIGH VISIBILITY)
1 '40 ~
ROAD \ .......
ROAD WILL BE �
WORK O1 W20-1 CLOSED LJ R71-1501 B/W
MON DA MON ROAD 18 W20-3
DA AHEAD \
AHEAD XAM xPM ,� \` • `� � „
ROAD W20-3 SE 5TH ST 11M4-4(MOD) LIE
19R1-2A 2
r\'0b,
ROAD CLOSED O R11-3 60" X 30 DETOUR 14 M4-9(MOD) 48" X 36"
LOCAL TRAFFIC ONLY B/W ♦ /- \ a;<
SIDEWALK CLOSED
/ a �� O4 R9-11A B/W AHEAD 15 W20-2
CROSS HERE
SIDEWALK
N CLOSED OS R9-9 B/W 6 R1-2
•
CROADD OR11 2 B/W (<> —0
17 W3-2 Know what's below.
® CaII before you dig.
SURVEYED: FSM r CITY OF RENTON DRAWING NO. TIC
o G. �RTF CONSULTING ENGINEERS LLC CITY 01 REN TON
Qr \�wcv�Hy9 DRAWN BY: JJH ®3200132ntlAveS,Sui,e200 ®��IG�I ``� CITYWIDE WALKWAY IMPROVEMENTS/
J y Federal Way. WA 9800, =,•I� Public Works Department MAPLEWOOD SIDEWALK REHABILITATION PROJECT NO. 7ED�004285
DESIGN BY: LOB - r lug p -woo i FED AID NO. N/A
e; Trc nsportaaon Division
E CHECK BY: IIS www-esmcivil.com DATE: 09 15 2025
4, APP D FOR CONSTRUCTION 1_
a;•;, a 1,a•r;r su� „• TRAFFIC CONTROL PLAN - STAGE 3
f O,STEd" \ PROJ MGR: LOB e„cr� - orua z I Pro;° Na ey m•r, Loy .�•a am�,.��.� SHEET NO. 1� OF 20
NUMBER REVISION DESCRIPTION BY APP. DATE /0W7L FILE: TC-04.dwg ESM JOB jj215-009-025 BY. DATE:r/ CITY OF RENTON CONTRACT NO. CAG-25-290
0Q115/20 5 11
n
�. 5 ?
5
SE 5TH ST a f �i100'
t
SIDEWALK
x
{., PLANTER Z010
55.00
r
SCALE: 1" 30'
PLANTER
PLANTER 30 O 30 60
• � , � - —��--- -- - r.,-,, ;__—__ � SIDEWALK
STAGE 4 - 5TH & ISTH PAVEMENT RESTORATION
��
5 A 7
35p / 3 5 NOTES:
1. SEE SHEET TC-01 FOR TRAFFIC CONTROL
• �� ' 3CD3 - - GENERAL NOTES.
i
\
i , 2. LEGEND AN TCBIFOR TRAFFIC CONTROL
.0 LEGEND AND TABLES.
ri
14 \ V w 15 _ _ .' 3. DETOUR SIGN LOCATIONS SHOWN ON THIS
_
PLAN ARE APPROXIMATE. EXACT LOCATION
2 FC _� SHALL BE AS APPROVED BY CITY OF
RENTON.
\`
"�.� �� •-' 4. SEE GENERAL NOTE 22 ON SHEET TC-01
FOR ADDITIONAL DETAILS REQUIRED FOR
���5���� ��.�. �x A �� `✓ PEDESTRIAN TRAFFIC CONTROL.
x \ STAGE 4 WORK ZONE
v,
x \n
6',q y/ 5. MAINTAIN ACCESS TO SIDE STREETS AND
Cy DRIVEWAYS AT ALL TIMES.
TEMPORARY RECYCLED 6. SEE TC-06 FOR ADVANCE SIGNING
CONCRETE FOR DRIVEWAY
rG � 31oe
25
SIGN LEGEND: (THIS SHEET ONLY) �\
IF
WORK ZONE WORK VEHICLE
® —
BARRICADE TYPE 3 R
® BARRICADE — TYPE 3 L SIGN LOCATION \ -, � 3'i 2G
• • • • CHANNELIZATION DEVICE — V �� p
DRUMS (HIGH VISIBILITY)
��
ROAD WILL BE / �\ �\ � x.p. IS✓�/�/'/ � 'i i'
WORK O1 W20-1 CLOSED R71-1501 B/W`
2
CLOSED O W20-3 DETOUR SO M4-10R
AHEAD /
a s J rs,00 t
-, T i
ROAD CLOSED R11-3 60" X 30"
3� B/W SE 5TH ST 11 M4-4(MOD)
"' LOCAL TRAFFIC ONLY
SIDEWALK
8 CLOSED O R9-9 B/W O 4 M4-9(MOD) 48" X 36"
ROAD DETOUR
O R71-2 B/W AHEAD 15 W20-2 Know what's below.
CLOSED Call before you dig.
BAR SURVEYED: ES
M C CITY OF RENTON DRAWING NO. TC-05
G. %C CONSULTING ENGINEERS LLC-��� CITY 01 RENTON
Q4 ��,� "yi,�,1¢•y DRAWN BY: ,uB ®320a132ntlAveS,Suite2aol ® I�j II& I l� LL�IVV �IVV CITYWIDE WALKWAY IMPROVEMENTS/
Fetleral Way, WA 98001 Lm„ ® =moo PROJECT NO.0428:
DESIGN BY: LOB Public works Department MAPLEWOOD SIDEWALK REHABILITATION
Z FED AID No. Nam_
`^ lus'3 i Tr -ion Division
CHECK BY: TIS www.esmcivil.com
cmti [�wma�rov a s�M rya a Pm�m�y A PRO FOR CONSTRUCTION DATE: 09/15/2025
PROJ MGR: LOB o,.a ,�, I „�a , A „i<,«�re TRAFFIC CONTROL PLAN -STAGE 4 e of zo
F SST= r 9 SHEET NO. t
ss FILE' TC-05.dwg ESM JOB #215-009-025 BY DATE:`r CITY OF RENTON CONTRACT NO. CAG-25-290
NUMBER REVISION DESCRIPTION BY APP. DATE �oNAI 09/15/202
COMMENTS FOR ADVANCE SIGNING O=THISSHEET NOTES:
ATIONS. SIGN L1. SEE SHEET TC-O7 FOR TRAFFIC CONTROL
DESIGNER AND GENERAL NOTES.
M UTCD, TYPICAL FOR ALL SHEETS
2. SEE SHEET TC-01 FOR TRAFFIC CONTROL
LEGEND AND TABLES.
3. DETOUR SIGN LOCATIONS SHOWN ON THIS
ARE APPROXIMATE. EXACT LOCATION SHALL
---------- ----------,------- BE AS APPROVED BY CITY OF RENTON.
4. SEE GENERAL NOTE 22 ON SHEET TC-01
FOR ADDITIONAL DETAILS REQUIRED FOR
PEDESTRIAN TRAFFIC CONTROL.
5. SEE SHEET TC-01 THROUGH TC-04 FOR
TRAFFIC CONTROL
PLAN.
SE 5TH ST
Z
I— _
w Q--------------------------------------- - ��
' SCALE: 1" 80'
80 40 0 80 160
3
Q 15
\ ti \ \ �`. THIS STAGE TO BE USED FOR SHORT
w \ ' \ �` �< TERM CHANNELIZATION WORK ONLY
„,-�. A .�
i
O �S� �9y SE 6TH ST �� j' 2
\ s/ ZO'iS,�..\ \ ��// �'�f % #-'�— 13
'9f-A ' .. - 3
O 10�� �
SIGN LEGEND: (THIS SHEET ONLY)
l/
/
CHANNELIZATION DEVICE
WORK ZONE • • • • DRUMS (HIGH VISIBILITY)
%
SIGN LOCATION
0
1 7 44/
DETOUR
WORK O7 W20-1 13 M4-9L 48" X 36' �
�� c
TRAFFIC SIGNAL ----� _
C� 12
QALH-D
DETOUR 'ev
O W20-3 14 M4-9(MOD) 48" X 36" �� '°1'
13 -�- �� 2
f
/ `\
/
ROAD CLOSED \
O R11-3 60" X 30" B/W DETOUR 15 W20-2 -
i
LOCAL TRAFFIC ONLv
TRAFFIC SIGNAL /
WITH LIGHT (TYP)
M4-tOL _
DET R O
10 R3-1 36" X 36" B/W/R
SE 5TH ST 11 M4-4(MOD)
DETOUR 12 M4-9R 48" X 36"
Know what's below.
Call before you dig.
BART SURVEYED: E9J CONSULTING ENGINEERS LLa CITY OF RENTON DRAWING NO. TC-06
QrG H� DRAWN BY: J,M ®3200132ntlAveS,Sui1e2001® I+I-W CITY OF RENTON CITYWIDE WALKWAY IMPROVEMENTS/
J h r Fetleral Way, WA 98001 Public Works Department FED AID No. 7ED4004285
_ DESIGN BY: LOB MAPLEWOOD SIDEWALK REHABILITATION
Z ,".woo° (a.)�B=w°° Trc nsporta:ion Division FED AID NO. N A
CHECK BY: 7LS www.eemcivii.com 09 15 J2025
4, AP O FOR CONSTRUCTION DATE: ---
c'011 ° _` PROJ MGR: LOB PCe l "w ks"^° P � ° "M 9 m°" °""'"9 TRAFFIC CONTROL PLAN DETOUR
FS3/Oµgs fed FILE: Tr-�G. w� ISM J�� 215I 009-025 BY. DATE/t CITY OF RENTON CONTRACT NO. CAG-25-290 SHEET NO. _' 0_ OF 20
NUMBER REVISION DESCRIPTION 6Y APP. DATE 09/15/2025