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EXISTING ASPHA
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET_ MINIMUM
7" HMA (or ACP Class B)
(SEE NOTE: 1). OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED 1' -- 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
.� STD. PLAN — 103
+ �+ PUBLIC WORKS CURB AND GUTTER ~ PPRO D:
DEPARTMENT REPLACEMENT DETAILJA fio Are
CURB AND GUTTER
NOT TO SCALE
Know what's below.
Call before you dig.
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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 .5 AEG STER�9 �
�SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
07/21 /2025
— - 810 REM (INCLUDES SIDEWALK RAJAS; _
b r.1 ., )ql ft ?3EE 110TE n b,W+
10 LF OF PAVED
DRNEWAY REOUIRED
IF EXPANSIONI JOINT (TYP I �J'S4EESTD' EXPANS'ON JOINT (TYP.I CEA-ENT
'.SEE STD PLAN 102: 7. 'PLAN1321 CONCRETE
\ (/ SIDEWALK
1 � � SEE NOTE b
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CONSTRUCTION JOW
SEE NOTE T CEMENTCOfICAM
RA1AP AFTM 12H IV j
CURB t GJTTER
SLOPE (TYP) (SEE NOTE 1
3'5- CONTRACTION JOINT (TYP
(SEE STD PLAN IO21 PLAN VIEW
(TYPE C3 S40WN CI d C2 S C-MAX SIMILAR)
(SEE NOTE 9)
VARIES
r l�ffi Wi s 11% VAIL SEF PATE s (riPi
. • - 10.1AV1 " - •' • _ _ 10' etN DEPTtf SSE] CURB i GU' TER - \
tc YN (SEE NOTE A
scEvrAx
DE eWA I:agc11E•E is- E""MON JOSYT MvJ
\\\ Tp�
SECTICM A ISE! SM R.A Y*% YP.) S"WhK WIDTH
10` CIPPERENCEIN&OPEYA>• -
-••ORNEMAI W: SLOPE 1S,.OPE S"OMEXA(WARATED, t bT1 rlwtve
DRIVEWAY - t0. MIN tr um
DRIVEWAY Wi RELATIVE
NEGATIVE SLOPE (AOP6 SE ION
SHOWN LXAGCERATED
For NOTES see STD PLAN 104.2
I Cir"` AN — 104.4
D. PLAN PUBLIC WORKS CEMENT CONCRETE DRIVEWAY p STD
ST'IPL
DEPARTMENT ENTRANCE - TYPES CIO, C2139
C313, and C-MAXB (WITH BUFFER)It
4
TYPE C1 B CONCRETE DRIVEWAY
NOT TO SCALE
Gregg Zimmerman, Public Works Administrator
41
SPECIAL NOTE:
IN THE EVENT TRANSVERSE PATCHES EXIST
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
2" HMA
2" TO 8" HMA
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
MIN I MIN r 1VA i IES MIN I MIN
/ I I
2" SAWCUT AND REMOVE J
OR PLANE, SEAL WITH
AR-400OW
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
2" - 6" MIN. HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID F'p Ep
D
DEPARTMENT PAVEMENT WITH OVERLAY j�
r;
TRANVERSE PATCH WITH OVERLAY
NOT TO SCALE
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