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RECORD DRAWING
KING COUNTY MONUMENT
ID#24150
BRASS CAP IN CASE EL = 36.52'
BRASS DISK IN CONCRETE
MONUMENT, SET 1.0' BELOW
GRADE
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ENGINEERING & SURVEYING
WesterrT W2shingim Division
165 11-'E juniper Streei. Suite 201 it IssaQuih. fl"A 99027 it Phcrwe 025J 392-0250
iErashington Division
g075L4'iftli'pfCT Blvd, ■ Cie bum, 11J1 98922 • Phone: (509) 674.7433
BUCKMEIER WATER MAIN EXTENSION
SE 114 OF SE 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
CITY OF RENTON. KING COUNTY. STATE OF WASHINGTON
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SCALE:
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HOMZONTAL WO 198,311991
DESrG M
DRAWN:
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CHECKED:
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AT FILL SC.ACE
IF NOT ONE RtCH
REVISION
BY
DATE
AP P R
SCALE ACCORpINGLl'
APPROVED:
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I' I' VARIEST• r
IiN I WIN MIN � MIA
SPEMA NO
IN THE EVENT TRANSVERSE PATCHES EXIST i 1
I
NTTHIM THE AFFECTED STREET, THE LENGTa OF THE PATCH SHALL BE E%TENpE4 TO 1
iNC1,IjW ANY EXISTING P&7CH "THIN 19
FEET OF THE EDuE OF THE I'At0i REOUIRCD I 1 FUR THE NEW CkM%NC1 AND ANY $T E E5M PATCHfENT _
OF F THE SECOND PATCH AND
SO ON UP TC A YoTAL OF wO FtET, i I
I I - . J�
TRAFFIC FLEW I �t
2' MMA I k I
I II
s' To 9" +Iu►, i k
6.5' M7J
2` DEPTIJ OF
PLANING 13R EAWCUI ANT} REMOVE
FADE OF GUTTER OR
EME Or PAW61ENT
U£NTER LWE< CR
LANE OW
VARIES 6-5' 1MIN-
T ARIEs 1' j GEFTH # T:M"N{¢ PA4£MI=NT
WIN j MIN �v--j I iMN 1 ilI N
2' SAWpJT AND JREMOyE
OR PLANE, SEAL INTH I 2' - 5" MIN, +1MA (SEE NOTE: 2)
ATt- 4�09Y
{FJ441I �)
fi' CRUSHED SURFACING TOP COURSE (CSTC)
2` HMA (9-43.ii(3)i PER WSOOT STAND.4ITD
SPEMICATION,, COMPACTED TO SM UODIPIED
wlzoCTpp.
SAWCUT AFTER BACKFILL
(GCM VDU G'STC. BAN% RUN GRAVEL FCR TRENCH 9AOKFILL
GRAVEL BORROW (4-03,i4(1}) PER
4nAI $TIr APP YE(bIN wRQN$ 4R NATIUT:
MATERIAL IF APPRO+IE6 IN WRITING 6Y 541CJFJEfR
BASED ON GEOTECH RCPMT, C-OMPACTED 70 '95%
MOMCP PROCTOR
-F
YADTEi OF TKNO-I AS REWRED RY SIB OF PROPOSEDIMPROVEMEN7 (SCE YE Ol STAPIDARQ SKC1FICAU0 4 2-OD-4)
PLUS AH ALLDIiANCE FOR ANY Si1GRING. SHORING. IF PIPE ZONE BED➢dK MATSRIAL- Sf STANDARD
isicEDEU, SMALL MLEF TL'+!E NEVL11REMENTS OF WSDOT PLAN 118_1.
STANDARD SPEC76TCA11p 7-OI!LX1)8
TRENCH MOTH
FOR NOTE5. 5EE STANDAP0 PLAN 11 d-1
TYPICAL TRAMOVEMM PATCH FOR SM. PIAN - 110
PUBLIC WORKS FL.EMBLE PAVEMENT OR RIGID r r; ;
IIET�ARTM I+["I PAVEMENT WITH OVERLAY �#
VARIES: 4.!a MIN,
LANE LINE
MARKING
SAWCOT AFTER BACKFILL
DEPTH OF EXISnNG PAVEMENT
- $" HMA
EI}GE df PAVEMENT. EDGE
EE NOTE 2) 1'
1• tW CURB & GUTI-ER, QR
miN.
T2-
MIN, CENTER OF LANE MARKING,
A (SEE NOTE 2)
fi" CRUISHEA SURFACING TOP COURSE(CSTC)
{9-03.9(3)) PER iNSDOT STANDARD
AT10 REMOVE
SPECIFCATIUN5, CCMPACTEL) TO 957.
OR PLANE, SEAL NRTH
MOT5IFIED PROCTOR
AR-aoo0w
CSTC, SANK RUN GRAVEL FOR TRENG`r'I BACKFILL
(9-03-79). GRAVEL BORROW{9-❑3.14(1)) PER
WJSOCT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL If APPROVED IN WFWTING BY FNGINtER
BASED ON GEOTECH REPORT. GUMPACTED TO
WIDTH Of TRENCH A5 REQUIRED BY SIZE OF
95% MCUlFIEd MOCTOR
0
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-05.4j PLUS AN
PIPE ZONE 9EDDING MATERIAL AND COMPACTMON AS
ALLOWANCE FOR ANY SHORING. SHORING. MF
I I REGUIRED SY THE WY517OT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INsrALLED, EXCEPT;
WSDOT STANDARD SAECIFICAIiON 1)9
• FOR STORM. ANu wA#EIR RIPE, PER STD PLAN 220_0
FQR SANITARY SEWER, PIER SM PLAN Ads
TRENCH WIDTH FOR .POINT UTILLTY TRENCH, SAPID WITH $5'9
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A j2D0 SIEVE
NOTES.
I- WYHrN EXISTING PAVEWENT IN A LANE REQUIRR G A FULL WIDTH REPLACEMENT IS BROKEN OR DETER14e3A7ED
TO A PAVEMENT CONDITION INDEX RATJNG OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CI.ASSIFIEO. SHALL H£ REMOVED AND REPLACED WI?}i HMA MATCWING THE DEPTH
USEIT IN THE EXI5TTNC STREET OR THE DEPTH PER CatY STANDARD, WIH;CFfEVER IS GREATER.
2 PpINCJPAL/ MINOR/COLLECTOR, ARTERIAL, do INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL r PG 64-22 AND MATCH EXISTING. TIHICAKNE55 ANO IN Na CASE LESS THAN 5w.
RESIDENTIAL A=SS STREETS - HMA CL J' PG 154-22. THE THICKNESS SHALL 8Z THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LE55 THAN 4'.
S. WHEN THE "SAWYCUT AFTER BACKFILL" ENCROACHES INTO AN AIIJACENT LANE. TvU" & GUTTER OR
SHOULDER, THE AFFECTEb LANE= SHALL BE PLANED AND OVERLAID 'MTV! HmA FULL WIDTH. TOTE CURB do
GLJTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL- BE PLANED OR REMOVED AND
OVERLAID WITH HMA_
4, IF TRENCH UXQERMINu S EXISTING SIDEWALK ANO/OR CURBS, THEN THE SIDEWALK AND/DR CUFt8 SHALL BE
REPLACED FROM EXPANSION .POINT TO EXPANSION JOINT.
S. If TRENCHING THROUGH Ex19T1NG DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
DE REPLACED TO MEET ADA STANDARDS.
� PLAN - lfG'1
�'YPICAL LONGITUDINAL PATCH
FURLIC WORKS FOR FLF-XiBLE PAVIEMENT OR i'F" 1'liZ7
pEPARTddTaNT RIGID PAVEMENT WITH OVERLAY �" I
RECORD DRAWING
INFORMATION ADDED BY
TERRANE, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN NOVEMBER, 2023.
.�AdnbkCITY OF
RENTON
Planning f Building/Public Works Depi..
W 420803
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING
z 02/01 /2022 0
DATE;
1111912021
BUCKMEIER WA TER MAIN EXTENSION
FIELD9004c:NIA
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