HomeMy WebLinkAboutS-284706BLOWOFF ASSEMB' X/
t PROPOSED 8" C900 OR DUCTI
IRON GRAVITY SEW
INSTALLED BETWEEN FOR
MAIN AND PARCEL BOUNDA'.
SIDEWA
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8" WATER LII
PROPOSED 4" C900
DUCTILE IRON FORCE M)
ABANDONED 12" STORM DRAIN
If1C `F FVRVG IVIAIIV. FVRVC Iwrmv OrIML.L RUN
UNDER THE WATER LINE AND MAINTAIN .A C�'��LN A,� SITE PLAN -
1 MINIMUM OF 3' OF GROUND COVER. G G 1'
1" =20'
5�.� AS- Q�ftLTS S- 28"1!
CONSTRUCTION NOTES
UTILITY LEGEND
SS Fhd SS F 4 4" C900 OR DI FORCE MAIN WHERE
INDICATED ON THE PLANS
6" PVC Ss 6" PVC SANITARY SEWER
— — 8" Pvc Ss 8" C900 OR DI SANITARY SEWER
- -- w - -- 8" DI WATER LINE
— — 8" PVC Ss 8" PVC SANITARY SEWER
12" STORM DRAIN
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REVISED TO CONFORM TO CONSTRUCTION RECORDS
NO. REVISION
MI=5- 2.51706
EXPIRES 3/19/20Q8
SIGNED. 08131 100
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BELL IImIGHAM OFFICE
454 West ?lorton Road
BOTHEL_L. OFFICE
425.951.5` 00
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFICE
509.886.2901,
300 Sin -,,on Street, Suite 5
PORT ORCARD OFFICE
360.87 f6. 960
600 Kitsa,, Street, Suite 101
SCALE: SHOWN
KOM
1„ 2„
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2 LONG
PLOT: 10 DWG NO.
ENGINEER: DJB JU
REVIEWED: MM
DATE: JAN 24, 2007 SHEET NO.
CLIENT: LON Z
NLA MLM 12/1/06 doe No.: 100.029 14
BY REVIEW DATE FILENAME: JLD —CE