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RECOMMENDED
FOR APPROVAL
BY Daniel Carey 9/6/12
BY
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/ STERF�/
ORIGINAL PLAN STAMPED
AND SIGNED 9/7/12
BY: RONALD J. STRAKA
PE# 29727
2 US
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REVISED CB-6 S 12" IE TO MATCH SHT 4 DWC 11/15/12 DWC SURVEYED:
PACE E
ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, I DWC
CLEANED UP DRAWING, REMOVED SOME CONSTR INFO, NOTES.
REVISION
ngr
DESIGNED:
12-13 DWC DWC
DRAWN:
DWC
CHECKED:
RJS, DWC
DATE APPR APPROVED:
RJS
SCALE:
As Noted
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL 48 HOURS BEFORE YOU DIG
1—8004245555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE,
NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
GENERAL NOTES
1. ALL TYPE 2 CB'S SHALL BE RING AND COVER UNLESS NOTED OTHERWISE.
2. ALL TYPE 1 CB'S SHALL BE FRAME AND GRATE UNLESS NOTED OTHERWISE
3. ALL CB RIMS AND GRATES SHALL MATCH EXISTING GRADE (SHOWN AS _).
4. SEE TRAFFIC CONTROL BID ITEM FOR WORKING HOURS AND CONDITIONS.
C = PLUG EX PIPE
CONSTRUCTION NOTES
O1. TEMP EROSION CONTROL:
INSTALL CATCH BASIN FILTER FABRIC AT ALL EX CB'S
INSTALL SILT FENCING IN ROW BELOW CONSTR AREA.
O2 2. PROTECT/SAVE ANY EX WOOD CRIBBING, LANDSCAPING,
MAILBOXES, SIGNS IN WORK AREA, NEXT TO EX CB's.
RESTORE AFTER CONSTRUCTION.
3. DO NOT BLOCK DRIVEWAYS EXCEPT WHEN INSTALLING
NEW STORM SYSTEM IN FRONT OF THEM.
4. PROVIDE TEMP STORMWATER BYPASS/PUMPING AS NEEDED.
AS -BUILT NOTES
Ol 1. CHANGES, ELs NOTED "AB".
TYPICAL TRENCH BEDDING AND BACKFILL
( ALL SHEETS) (NTS)
TRENCH EXCAVATION
PAY LIMIT 5'-0" MAXIMUM
SEE DE TAIL FOR PA VEMEN T PA TCH
BACKFILL MATERIAL
WSD 0 T SECTION 9 — 03. 19 BANK RUN GRAVEL,
OR NA T1 VE MA TERIAL IF I T MEETS SPECS.
PIPE ZONE MATERIAL
WSDOT 2006 SECTION 9-03.12(3)
GRA VEL BACKFILL FOR PIPE ZONE BEDDING
NEW UTILITY PIPE
EXCA VA T10N OF UNSUI TABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER
BACKFILL WITH FOUNDATION MATERIAL MEETING
WSDOT SECTION 9-13.6 QUARRY SPALLS
NO TES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
J. COMPACT PIPE ZONE MATERIAL TO 957o MAXIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED 1N SUCH A MANNER AS TO ENSURE THAT THE
FLOW LINE 1S MAINTAINED.
D=363907
AS -BUILT SURVEY BY:
OTouma Engineers and Land Surveyors
Dan M Touma, PLS #38992 AS -BUILT
As -built Survey Plans Stamped 4/22/2013
DATE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 �.= STEVENS AVE NW / LIND AVE NW 9-7-2012
CITY Y O F STORM SYSTEM IMPROVEMENT PROJECT FlELDBOOK:
R E N TO N PAGE.
t
DATU M DRAWING NO:
Planning/Building/Public Works Dept. RENTON ST ROW 3
SHEET: OF:
5
' D 3639.