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LANE LINE
MARKING 7_8°
STANDARD VEHICLE WHEEL PATH
_1•_
MIN.
2" CLASS 'B'
2° SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN,
Fes— 215'
MIN.
-MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR /COLLECTOR. ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E'' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
- 1' -^'1 L ACP CLASS'
MIN.
`-6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER.
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE.FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGPORTAL PATCH AND OVERLAY
FOR FI:P.mm PAVEMENT
ADOPTED
CRY of MENTION
i ; MPAMDAM PIKNM
�`yiYO tST DATDS01 /05
SP PAGE: H032
CopYxght ®2009 CPN Co svtan6, _LC. All flights Relined. I NQ'
2" CLAD
'2" TO 6" C
OR C
NE 114, SE 114, SEC. 10, TWP
_ t t _ 2.5• � i. 1• _
MIN 1 IN MiN MINIMIN
F 6:5' MIN.
2" DEPTH OF
GRIND OR SAWCU1 AND REMOVE
6.5' AIN.
1' 1' 2.5' T'
MIN MIN I MIN, MINJIMIN
2" CLASS 'B'
CRUSHED ROCK, FLOWABI_E FILL.
OR AS REQUIRED BY ENGINEER
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
REVISION
OF CURB OR
OF PAVEMENT
;ENTER LINE OR
ANE LINE:
-ACP CLASS"
6" CRUSHED SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH:
CAR FLEXIBLE PAVEMENT
tiY p ADOPTED ,
CITY OP RENTION
STANDARD PLANE I
41 1Y
A yq ISf DATE: 02/05 .
DWG. VAME: h032- t SP PAb : H032 7
STORM DRAIN PIPE
OR DRY UTILITY (cc"
NOTE 2 BELOW)
INSTALL 6X6'X2"
RIGID INSULATION
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
NOTES:
1. RIGID INSULATION BARRIER (ETHAF,OAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL U77LITY
CROSSINGS ABOVE OR BELOW THE EXISTING OR PROPOSED WATER MAIN WHERE THE VERTICAL CLEARANCE
IS LESS THAN 12 INCHES THE BARRIER SHALL BE INSTALLED AS SHOWN WITH ITS EXTENTS CENTERED
OVER THE WATER MAIN TRNSVERSLY AND LONGITUDINALLY ABOUT THE POINT OF CROSSING OVER THE
WATER MAIN CENTERLINE
2. PRIMARY POWER LINES SHALL MAINTAIN MINIMUM REQUIRED COVER AND 12" MINIMUM CLEAR BETWEEN
WATER LINE
TYPICAL UTILITY CROSSING WATER MAIN
NOT TO SCALE
�7 -`7 "' I O1" SHANE BARNES, PLS ' nee) I9ee
SS W9 1 N/A nOR¢OM, IUD 1983/1991
JAMIE B. SCHROEDER, PE
O M',
PETER EVANS
°Ni E� DATUM
CNECNEp: A7 NLL 3G^tE
JAMIE B. SCHROEDER, PE Ir NOT ONE Inc.
BY DATE APPR IRA— $CU ACCORDINGLY
APPROVED E
As--z3ua;,�
A, 3 CITY OF
mu RENTON
Planning /Building /Public Works Dept.
N
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5- 352112
owl .
CALL BEFORE
YOU DIG
1. 800 - 424-5555
ot CPS
CONSULTANTS
Sge Pl9nnng • (iril fagioe¢ring
Praj¢a Ee1 • Icnd Oeeel9Pmen f9nellmg
?387th Avenue, Suite 100
Kwinne WA98033
Phone: (425) 2852390
FAX: (426) 285-2389
wxw.cPhOonsunnus'Com
DELANEY PARK SUBDIVISION 7/12/09
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FlE1 UWK
SANITARY SEWER DETAILS
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