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PROPOSED PAVEMENT LIMITS (TYP.)
/ START OF HDD LIMIT OF WORK
CONTRACTOR TO CONNECT TO
WATER MAIN
(EXIT PIT)
PROPOSED EXCAVATION PIT
(CONTRACTOR TO DETERMINE SIZE)
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GRAPHIC SCALES
10 0 20 40
IMPERIAL' 1:20 (IN:FT)
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SHOWIv LIMIT OF 1b'ORK FO, 1'a-;
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8" 90' BEND
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BASS RIvC1-1
PARKING -AREA
PLAN—60 SCALE: _
EXISTING GRADE (TYP.)
EXISTING 36" RCP CULVERT
PROVIDE A MINIMUM 10'
VERTICAL SEPARATION
CONNECT TO EXISTING 8" MAIN
s (1) 8" COUPLING AT EXISTING GATE VALVE
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END OF HDD LIMIT OF WORK
CONTRACTOR TO CONNECT TO
WATER MAIN
(ENTRY PIT)
PROPOSED EXCAVATION PIT
(CONTRACTOR TO DETERMINE SIZE)
SIA 34-32.5' ) ENTRY 'ANGLE
I ifaIT , O:- WORK FOR HDD SI -OWN, = 10'
3 �
PROFILE
HORIZONTAL SCALE:1" - 20'
VERTICAL SCALE: 1" - 4'
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NOTE: THE WORK SHOWN ON THIS SHEET ONLY
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APPLIES IF HORIZONTAL DIRECTIONAL DRILL
TRENCHLESS METHOD IS SELECTED.
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Sheet ee`FRBDDNG a o
11406 C-2
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