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N SM. PLAN— 104
PUBLIC WORMS CEMENT CONCRETE DRIVEWAY PRO D:
AR DEPAR'1~ EN'X' ENTRANCE - TYPES C1,
C 3! and -MAX
CEMENT CONCRETE DRIVEWAY ENTRANCE
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T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO.
7
4
IN N-IE EVENT TRANSVERSE PATCHES EAFST
WT0-IIN 7HE AFFECTED STREET, THE LERCTI-I
OF THE PATCH SHALL UE EXTENDED TO
INCLUDE ANY EXISTIND PATCH WITmN IC
FEET Or THE EDGE OF THE PATCH REOUIR€0
FOR THE NEW CROSSING AND ANY,
SUBSEQUENT PATCH EDGE MTP4114 10 FEET
OF THE EDGE. Or THE SECOND PATCH AND
ON UP TO A TOTAL OF 300 FEET.
I 1 VARIES 1� 1'
MIN MIN MIN "IN
l�l
il-T
r
IRAF'FIC FLOW i
2" HMA
2- TO e' HMA
2' 5AWU T AND REMOVE
OR PLANE, SEAL VATH
AR-400OW
[EACH SIDE)
2" HWAw ---/
SAWCUT AFTER BACKFILL
(EACH SIDE)
I•
II �I i
—
2� DEPTH OF
PLANING -OR SAWCUT AND Rp4OW
VARIES: 6.5' Mm.
� ! 4
1 1 V�IRIES 1 1
MIN � I�IW r I � MIN I MIN
MOTH OF 'TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SCE WSDOT S7AAIDARD S?ECIFICATION 2-09 4)
PLUS AN ALL{ W04NCE FOR ANY SHORING SHORANG, IF
NEEDED, SMALL VEET 1HE REQUIREMENTS OF ASOOT
STANDARD SPECkPICATiON 7-08.3('i)6
TRENCH 'INOTH
7F GUTiER OFF
DF PAVEMENT
'ENTER LINE OR
.ANE- LINE
tJEPTH OF EXISTING PAVEMENT
i
2' - 6" LAN HMA ( SEE NOTE 2)
e- CRUSHED SURFACING TOR COURSE (CSTC)
(9-03-W3)) PER V9500T STANDARD
spEcincAT1oks, COMRAC U TO 95S MDL}IFIED
PROCTOR.
CSTC, eANK RUN GRAVEL FOR TRENCH BACKIFrLL
(9-03.19). GRAVEL BORROW (9-03.14�1)) PER
W500T STANDARD SPEVFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT. COMPACTED TO 9594
MOEWIEID PROCTOR_
PIPE ZONE GEDDIN.G. MATENAL- SEE 51A1NDARp
PLAN 110.1.
FOR N OTE 5, SEE S TANDAN D PLAN I I
PUBLIC WORKS
TYPICAL TRANSVERSE ERSE PATCH FOR PIM — 110
•
0EPAW l NT FLEXIBLE PAVEMENT OR RIGID
PA EMEHT WITH OVERLAY
TRANSVERSE PATCH FOR FLEXIBLE PAVING
REVISION
SURVEYED:
DESIGNED: Q1-
DRAWN: QF
CHECKED: Cl/r
Jf�
BY
DATE
APPR
APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
VARIES: 4.5' MIN,
LANE LINE
MARKING T-- SAWCU T AFTER BACKF ILL
DEPTH OF EXISTING PAVEMENT
" - 6 " b"9 IVf A -
(SEE NOTE ) 1. EDGE OF PAVEMENT. EDGE
OF CURB & GLITTER, OR
MIN. MIN. CENTER OF LANE MAIRKING
�- 2µ HMA (SEE NOTE ) 6" CRUSHED SURFACING TOP COURSE
(OSTO) (9-03.9�3)) PER VgSDOT STANDARD
2" SAWCUI AND REMOVE SPEOIF ATICNS, OOMPAGTEO TO 95
OR PLANE, SLAL NTH MODIFIED PROCTOR
Aft- 400OW
C TC, DANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19). GRAVEL BORROW (9-03.14(1)) PER
W500T STANDARD SPECIFICATIONS OR DATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WkDTH OF TRENCH AS REOOIIi~ED BY SIZE OF
95 MODIFIED PR TOR,
PROPOSED IMPROVEMENT (SEE WSDOT
.
STANDARD SPECIFICATION 2-09_4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION A
ALLOWANCE FOR ANY SHORING_ SHORING, IF
REQUIRED 13Y THE MOT STANDARD SPECIFICATIONS
NEEDED, SHALL FEET THE REOWREMENTS OF
FOR THE TYPE -OF IMPROVEMENT INSTALLED. EXCEPT:
WSPOT STANDARD SPECIFICATION 7-08.3(1)B
' FOR STORM AND WATER PIPE, PER TD PLAN 220.0
* FOR SANITARY SEWER, PER ETD PLAN 405
TRENCH AD TH } FOR JOINT U nLITY TRENCH. SAND WITH 95
PASSING A #4 SIEVE AND LESS THAN 5 PASSING
A # 00 SIEVE
MOTES:
1_ WHEN EXISTING RAVEmENT- IN A LANE REOUIRING A FULL VADTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING, PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SC CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING 7FIE DEPTH
USEO IN THE EKIST'ING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER 15 GREATER -
PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL. AND THICKNESS
SHALL BE HMA CL �" PG 64-22 AND MATCH EXIS71N TKICKNESS AND IN NO CASE LESS THAN 6". 1
RESIDENTIAL ACCESS 13TR€ETS - HMA CL 4" PC 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTM,'
PAVEMENT ECTk AND IN NO CASE LESS THAN 4". �
4 WHEN THE "SAWCO T AFTER BACK FILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OIL
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB
GUTTER SHALL EE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANEO OP REMOVED AND
gVERLAID WITH HMA.
4. 1F TRENCH UNDERMINES EXISTING' SIDEWALK AND/OYR CURBS, THEN THE SIDEWALK AND/OIL CURB SHALE BE
REPLACED FROM EXPANSION JOINT TO EXP&NSION JOINT.
IF TRENCHING THROUGH EXISTING DRIVEWAY OR DDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
UE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH . FUN — 1101
0 PUBLIC WORKS FOR FLEXIBLE PSI EMENT OR hjp
\ i-:l1
DEPARTME 7 NIGID ac
PAVEMENT 1�FITN OVERLAY
1- I
TYPICAL LONGITUDINAL PATCH
FOR FLEXIBLE PAVEMENT
•
• CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELO:PIMENT ENGINEERING'
o 06/05/2026 -
WALKER SUBARU SERVICE CENTER
PERMIT SET
AHBL JOB #2240819.10
CITY OF RENTON FRONTAGE
IMPROVEMENT DETAILS
DATE:
5/13/2026
FIELDBOOK:
PAGE:
DRAWING NO:
CR1.6
SHEET: 48 OF: 55
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R-438837