HomeMy WebLinkAboutSWP2703578.60
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NEW CB-2 54"
f f REMOVE EX. METAL VAULT 2X36"
RIM EL.=413:4 115.05
I NEW 30" S IE=lB 110.36
ROPOSED
C RING LIMIT
DRAINAGE EASEMENT
` f OHL
- --------- ---- -
/— —--------- --- ____ -------- ---- ---- ---- �
—
SSMH
RIM = 115,11
8" PVC OUT N IE =- 104.41
8"PVCINEIE= 105.11
8" PVC IN S IE = 104.61
DOUR(
YELLO
�--- OVERSIZED CB
RIM = 113.8
30" PP Ot IT N IF = 110 4
SAND BAG COFF I�
ORDINARY HIGH WATER MAIR__�
CENTER OF STREAM C NNEL
120- __
)TRI PE k4ONT AE�
/NE
A S HALT
J
Jf
SSMH
RIM = 116.37
8" PVC OUT N IE = 105.37
R"pvc,INSIE= 105.57
FOG STRIPE
1
PROFILE ALONG STREAM CENTERLINE CROSS SECTION A ---A
25—............... .................... .................... .._.........._..... ................. ..---------• ................. ................ ...._............ ................. ................. ........_..._._.. ................. ................_
--- ._ ------------------------------- .........
x ..3" DIA TREE NO125
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......:::.::::::::: ::....... :::::-:-:--------: -----RIM: L:=1i 4:I .Q5........ ............. ::::: ........ ......... :UNE... PAVEMENT --:------•----- ::::::::: ...................
PROPERlY -uNE
:: :::::: :::: NEW 3b'-SIf�=3�i844-190.36: .......... .: :I:...... ::::::::: .}}_. ....---..--------. .........
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CHECKED FOR COMPLIANCE
TO CITY ,STANDARDS
' Date 31z
_.. Date
Date
RECOMMENDED
FOR APPROVAL
BY / �1
BY
AS --BUILT INFO, REMOVED OLD INFO, OLD CONSTR. NOTES,
a UP DRAMNG.
NO. I REVISION
EMEWAM
a,
SCOM
As Noted
Ar m wxr
IF NOT ONE INCH
S1CME ACWROINGLY
CALL 48 FOURS BEFORE YOU DIG
800-424m-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
INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION. SEE STANDARD PLAN 223.10
I�3 PLACE 18" THICK LOOSE QUARRY SPALLS
TYPICAL. TRENCH BEDDING AND BACKITILL (NTS)
TRENCH EXCAVATION
PAY LIMIT 7'-0' MAXIMUM
1-0:7 SEE DETAIL FOR PAVEMENT PATCH
ti o
° � d
a
Q
BACKFILL MATERIAL,
WSDOT SECTION 9-03.19 BANK 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 UTILITY PIPE
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
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.
FtOPfiZO f Seal 69t
�4R
CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
D=357806 AS -BUILT
08/18/11
LINCOLN AVE NE AND MONTEREY PL NE
STORM SYSTEM REPLACEMENT
STREAM INLET STRUCTURE AND PIPE , - 3 of3
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