HomeMy WebLinkAboutD-357806CD
r
M
N
CL
µN
S
l
SSMH
RIM = 11511
8" PVC OUT N IF = 104.41
8" PVC IN E IE = 105.11
8" PVC IN S IE = 104.61
/
/
/
A NEW CB -2 5M"
REMOVE IX. METAL VAULT
RIM EL.= i13:40 115.05
NEW 30" S IE-- 44&49110.36
ROPOSED /
I C RING LIMIT
OVERSIZED CB
RIM = 113.8
30" CPP OUT N IE = 110.4
r^
t
Q
PE
2X36"
DRAINAGE EASEMENT
T.L. # 3345700163
8"
ORDINARY HIGH
SAND BAG COFFFFERDAM CENTER OF STREAM C I
\ 120
SSMH
RIM = 116.37
8" PVC OUT N IE = 105.37
8" PVC IN S IE = 105.57
FOG \STRIPE
07 to 20
1
T
\ 0
f
8 °-
i
h��ti
'a
s�
CHECKED FOR COMPLIANCE
TO CITY TANDARDS
Date 1 312
Date
Date
RECOMMENDED
FOR APP OVALGGqq
BY /J `
BY
CALL 48 HOURS BEFORE YOU DIG
1- 800 -424 -5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES:
A. THIS PLAN DEVELOPED FROM BASE SURVEY FROM OTAK, INC..
B. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDINARY HIGH
WATER (OHW) MARK WILL BE LIMITED TO BETWEEN MAY 15, 2011 AND OCT 15, 2011.
C. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE
SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
D. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION," 2010, AND AS AMENDED BY THE CITY OF RENTON SPECIAL
PROVISION.
CONSTRUCTION NOTES:
iG INSTALL OPEN CURB FACE FRAME AND GRATE.
SEE STANDARD DETAIL PLAN 203.00
�2 INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION. SEE STANDARD PLAN 223.10
O3 PLACE 18' THICK LOOSE QUARRY SPALLS
TYPICAL TRENCH BEDDING AND BACKFILL (NTS)
TRENCH EXCAVATION
PAY LIMIT T -0' MAXIMUM
SEE DETAIL FOR PAVEMENT PATCH
BACKFILL MATERIAL
WSDOT SECTION 9 -03.19 BANK RUN GRAVEL,
OR NATIVE MATERIAL IF IT MEETS SPECS.
Q a a
4
Q
PIPE ZONE MATERIAL
—t—. WSDOT 2006 SECTION 9- 03.12(3)
12" MtN. ' GRAVEL BACKFILL FOR PIPE ZONE BEDDING
NEW UTILITY PIPE
6 "MW
a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
a - DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
<. WSDOT SECTION 9 -13.6 QUARRY SPALLS
NOTES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE IS MAINTAINED.
p UP WNWMG. As Noted xax¢owcu: xm � 188 90WP CITY OF
CIFANE
ML RENTON
GMD a,e ww DATUM I�
CP%1°g wr ru+seuE Planning /Building /Public Works Dept.
xor oxc u<x
N0. REVISION BY DATE APPR "00L"01XL''
'. I
LINCOLN AVE NE AND MONTEREY PL NE
STORM SYSTEM REPLACEMENT
STREAM INLET STRUCTURE AND PIPE
08/18/11
�imeook
03