CS100-ADDENDUM3.pdf
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- Building 1467 Renovations Federal contract opportunity
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- W9124D-16-B-0001
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Addendum No. 3 Drawing CS100 Site Plan
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SITE PLAN
PJS/TB
DA.
PJS
1" = 30'
60'
SCALE:1"= 30'
0 30'
CS100
SHEET:
DATE:
DESIGNED BY:
JOB NO:
DRAWN BY:
CHECKED BY:
SCALE:
OF
APPROVED BY:
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SHEET IDENTIFICATION
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EXISTING SITE UTILITIES ARE FROM PROVIDED GIS
INFORMATION AND NOT A SITE SURVEY
SITE LAYOUT AND ELECTRICAL SITE PLAN
1"=30'-0"
DROP ARM GATE DETAIL
NTS
PIPE BOLLARD DETAIL
NTS
ELECTRICAL CODED NOTES
PROVIDE (2) 2” SCHEDULE 40 PVC BURIED 3'-0” BELOW FINISHED GRADE(ONE FOR POWER AND ONE FOR CONTROLS). STUB UP 6” ABOVE FINISHED GRADE AT DROP ARM
GATE LOCATION AND AT EXTERIOR WALL OF BUILDING AS INDICATED. PROVIDE 2#10 AWG + 1#10 AWG GROUND IN ONE OF THE CONDUITS.
TRANSITION CONDUITS FROM 2” SCHEDULE 40 PVC TO 2” RIGID GALVANIZED STEEL AND EXTEND UP EXTERIOR WALL 8'-0” ABOVE FINISHED GRADE. STUB CONDUIT
THROUGH WALL. REFER TO SHEET E120C FOR CONTINUATION.
PROVIDE (3) 3” (POWER) AND (2) 1-1/2” (CONTROLS) SCHEDULE 40 PVC BURIED 3'-0” BELOW FINISHED GRADE. REFER TO SHEET E401 FOR FEEDER SIZES. STUB UP 6” ABOVE
FINISHED GRADE AT GENERATOR PAD LOCATION AND AT EXTERIOR WALL OF BUILDING AS INDICATED.
TRANSITION CONDUITS FROM SCHEDULE 40 PVC TO RIGID GALVANIZED STEEL AND STUB THROUGH WALL. REFER TO SHEET E120B FOR CONTINUATION.
PROVIDE 36”X36”X36” (MINIMUM) HANDHOLE.
PROVIDE 2#10 AWG + 1#10 AWG IN 1” SCHEDULE 40 PVC BURIED 36” BELOW GRADE. STUB UP 6” ABOVE FINISHED GRADE AT STORM PUMP AND AT THE EXTERIOR WALL OF
BUILDING AS INDICATED. ROUTE IN FIELD TO AVOID EXISTING UTILITIES, FIELD VERIFY LOCATION AND DEPTH.
TRANSITION CONDUIT FROM 1” SCHEDULE 40 PVC TO 1” RIGID GALVANIZED AND EXTEND UP EXTERIOR WALL 8'-0” ABOVE FINISHED GRADE. STUB CONDUIT THROUGH WALL.
REFER TO SHEET E120C & E120D FOR CONTINUATION.
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