HomeMy WebLinkAboutWWP2703522.6TBLOCK—COR
w
Q
z
H-
U
w
O
IZ
W
III
O
U
w
J_
F7
z
_O
M�
W
r�
V )
V
rr
Q
W
z
Q
J
W
0
LANE LIME
MARKING
STANDARD VEHICLE WHEEL ;�'A,TH
2" CLASS `B'
2" SAWCU`I' AND REMOVE
OR GRIND, SEAL WITH
AR400OW
ACP CLASS*
MIN. MIN.
6" CRUSHED
SURFACING TOP
COU RSE
2. 5'
MIN.
*_MI,'JIVUM ACP CLASS 'E' or 'E3' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS — 5" 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.
EDGE OF PAVEMENT, —
EDGE 'OF CURB & GOUTTER,
OR CENTEROF LANE LINE
CRUSHED POCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
TYPICAL LONGITUDINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
ADOPTED
MY OF RXNTON
t�lt
f 'ti Tf L5T DATE: 02/05
DWG, NAME: HO32 SP PAGE: H032
L ; A. S
_0 6`
OR y:i
l
\
�1
FI^,t OF CURB uR
F: D'Gr OF ID A V:- NI F i< 1
r
dd
`f I
F I
4
1 I
NCI; hF '
�( A N F I'"I
i
r
e D w.. 4 H OF
GRINID OR S,AWCU l AND RU,10V__
6.5' VIN.
I'
TutlI\i MIN f PAIN I'kIN MIN
C*
D SURFACING TOP CCUP%:-:
TYPII'AI., FR tii'F R PA.T€,".I i
* t UI,, IV' 1N!,'IVUM ._iTAIN:DARI_t`_, '�.,' f- R — 0 �, J+Jz PL;XI E PAVEMENT EvENCi
Sr, P A 10.32
L ,r ADOPTED
C l r"I F r
td_t
/ 11 ' LS I' I AIL'
j
�
d.,L _ r,cori _ aCv I
C1 r R3 .,1I_SIGri by A_rF R'Ct
CITY OF RENTON PERMIT SUBMITTAL JBS 3/4/09 I JBS SURVEYED:
SHANE BARNES, PLS
_... L+�. � :; DESIGNED:
JAMIE B. SCHROEDER, PE
DRAWN:
PETER EVANS
CHECKED:
JAMIE B. SCHROEDER, PE
NO. REVISION BY DATE APPR APPROVED -
Copyright 9 2009 CPH Consultants, LLC. All Rights Reserved.
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
6-1
STORM DRAIN PIPE
OR DRY UTILITY /cg_g_
NOTE 2 BELOW)
INSTALL 6 X6 X2"
RIGID INSULATIOA
(ETHAFOAM) AT
REQUIRED, SEE A
FINISHED GRADE
rrn 1LI\ Ivl Pllly
NOTES:
1. RIGID INSULATION BARRIER (ETHAFOAM OR APPROVED EQUAL) SHALL BE INSTALLED WITH ALL UTILITY
CROSSINGS ABOVE OR BELOW THE EXISTING OR PROPOSED WATER MAIN WHERE THE VERTICAL CLEARANCE
THE BARRIER SHALL iN TA AS SHOWN, WITH ITS EXTENTS CENTERED
IS LESS THAN 12 INCHES, E B E S LL BE S LLED 0 ,
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
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Alf�
DATU M
As.w..5ul
N
0
z
w
S=3522 12
g S CAI
y wAS� CJ�
Al �d
37610 w�
O� c�CISTt�O��w .
�SSIONAL
CALL BEFORE
YOU DIG
1-800-424-5555
CONSULTANTS
Site Planning, (ivil Engineering
Project Management - land Development (insulting
733 7th Avenue, Suite 100
Kirkland, WA 98033
Phone: (425) 285-2390
FAX: (425) 285-2389
www.cphconsultants.com
DATE:
C TY OF
DELANEY PARK SUBDIVISION 7/12/09
It-LL_
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK:
bbllRENT 0 N PAGE
DRAWING NO:
Planning/Building/Public Works Dept. SANITARY SEWER DETAILS C3.100
SHEET: OF:
24 29
-ININININI