HomeMy WebLinkAboutWWP2702900.19NOTE
ALL CONDUIT INSTALLED IN EARTH
SHALL BE CONCRETE ENCASED. SEE
DETAIL THIS SHEET.
PROPOSED ASPHALT
PROPOSED CRUSHED SURFACING
TOP COURSE
PROPOSED STRUCTURAL FILL
PROPOSED ELECTRICAL WARNING
TAPE CENTERED OVER EACH
CONDUIT (TYPICAL)
ELECTRICAL NOTES
1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL OTHERWISE NOTED, SIZE AS NOTED ON DRAWING.
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CONDUIT SHALL BE 1/2° SIZE WHEN NOT NOTED ON PLANS.
2. 480 VOLT HIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120 VOLT AND OTHER VOLTAGE CIRCUITS,
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PROPOSED CONCRETE
3. ALL WIRE SHALL BE A MINIMUM SIZE # 12 UNLESS SHOWN OTHERWISE.
ENCASEMENT. MINIMUM OF 3"
COVER ON ALL SIDES OF
4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT
CONDUITS.
WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT.
5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR
PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING.
6. ALL CONDUIT PENETRATIONS INTO THE CONCRETE
STRUCTURES REQUIRE A LINK -SEAL FITTING AROUND THE CONDUIT. PENETRATION
SHALL BE WATERTIGHT.
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EXPIRES 3 19 200w
SIGNED: 11126101
DRIVEWAY CENTERLINE
PROPOSED CONDUIT (TYPICAL) SIGNED: 11128101
NATIVE OR DISTURB SOIL '�"���/�✓�� �i1iy '��`
ASPHALT PAVING
CONCRETE ENCASEMENT DETAIL FZ\ SEE DWG NO. E-2 FOR POWER RACEWAY SCHEDULE
NOT TO SCALE
DRY WELL VENTING WET WELL DESIGN BY OTHERS
ELECTRICAL DWG NO. EEC4FOR ENCLOSURE.
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TO DOMESTIC WATER HOOKUP
WET WELL VENTING
BACKFLOW PREVENTER
DRY WELL DESIGN BY OTHERS �I `
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FORCEMAIN DESIGN OUTSIDE OF
11 2/ZO_ VAULT BY OTHERS
SUMP PUMP DISCHARGE
__ ; _ ... i I I I.I I ENGINEERS
PLANNERS
( ( SCIENTISTS
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TO 48OV, 3 PHASE POWER /�P 1.800.726.8052
SUPFIL COORDINATE WITH /
PAGERNTRY COMMUNITIES ON ./ BEW.0836 OFFICE
- LOCAT ON OF POWER SUPPLY 360.676.083E
WWP B West -L On Road
CONNECTIONS 64 W,,t H OFFICE
27.2 goo
12100 NE 00
8" GRAVITY SEWER
1259 1 5 195th Street, Suite 100
EASE WENATCNEEOFFICE
SANITARY SEWER MANHOLE �j2 SEE DETAIL FOR
KENSINGTON CREST CONDOMINIUMS & LIFT STATION 300 Sia,aa St
300 Simon street, Suite 5
INLINE VALVE REQUIREMENTS AND BNAL DE SEN PORT ORCHARD OFFICE
_ DESIGN PLANS FOR ADDITIONAL DETAIL � � � T 360.8767960
Page 19 of /C°
e 600 K tm.p sbeel, Suite 107
SCALE: SHOWN
ELECTRICAL SITE PLAN 0 1" 2"
1° = 2• DRAWING IS NOT TO SCALE
REVISED TO CONFORM IF BAR IS NOT 2" LONG
TO CONSTRUCTION RECORDS SHOWN Sac as
aa�a+.DMB E-3
SCANNED MARK MILLER JAN 24, 2003 w swn MM
TUNED OCT 0 g .2c RH2 ENGINEERING INC DATE wre JAN 24, 2003 97
aEwl. RAG sw
I AS -GUILTS DJB MM 1/24/03Na: 101.082 10
NO. REVISION I BY IREVIEW1 DATE f1E -w KCC43