HomeMy WebLinkAboutSWP2703578.3I
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NEW GB-2 54.
REMOVE EX. METAL VAULT
RIM EL=113.40
.� NEW S 30E-110.40
CROPONGG LIMIT SEDi
SSMH
RIM — 115.11
8" Pvc 0IS-f N IE = 104.41
8" Pvc #N E IE = 105.11
8" PVC IN S IE = 104.61
------ -----
f
DOUBI YELLO
X ' ash' OUT M, FE' 110.4•
am
TRIPE
T.L. # 3345700163
2?136'
DRAINAGE EASEMENT
8"
ORDINARY HIGH WATER MAR
SANG BAG COFFtl?13AM CENTER OF STREAM C NEL
120
PIPE
SSMH
RIM = 116.37
8" PVC OUT N IE = 105.37
8" PVC IN S IE = 105.57
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PROFILE ALONG STREAM CENTERLINE CROSS SECTION A —A
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
(��dAA�L-DafeLry1 _....
J
Dafe
Dafe �__.....
RECOMMENDED
FOR APPROVAL
BY
BY
J. Sr
WAS
NAL
FN
REVISION
�� s o r •--.• 9�
As Noted
IV WT Ow NCH
SCAT£ ACD&IMMT
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.
INSTALL OPEN CURB FACE FRAME AND GRATE.
SEE STANDARD DETAIL PLAN 203.00
l�1 INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION. SEE STANDARD PLAN 223.10
�3 PLACE 18" THICK LOOSE QUARRY SPALLS
TYPICAL. TRENCH BEDDING AND BACKFILL (NTs)
TRENCH EXCAVATION
PAY LIMIT 7'-0' MAXIMUM
SEE DETAIL FOR PAVEMENT PATCH
e &A
4
4
12" MIN. -- !
6"MIN t: _ .;
BACKFILL MATERIAL
WSDOT SECTION 9-03.19 HANK RUN GRAVEL,
OR NATIVE MATERIAL IF IT MEETS SPECS.
PIPE ZONE MATERIAL
WSDOT 2006 SECTION 9---03.12(3)
GRAVEL BACKFILL FOR PIPE ZONE BEDDING
NEW UTIUTY PIPE
EXCAVATION OF UNSUITABLE SOIL, (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
WSDOT SECTION 9-13.6 QUARRY SPALLS
NQi
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 UNE IS MAINTAINED.
& CITY OF
RENTON
Planning/Building/Public Works Dept.
C-) 0 % DESIGN
08/18/11
LINCOLN AVE NE AND MONTEREY PL NE
STORM SYSTEM REPLACEMENT
C3
STREAM INLET STRUCTURE AND PIPE WIE 3 OF. 3
,IJ-35700 3
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