HomeMy WebLinkAbout4687-44 m
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DETAIL A
OF
EL
TUNNEL DIAMETER
TO BE APPROVED
BY ENGINEER
TYPICAL DIRECTIONAL DRILL UNDER
PAVEMENT /SIDEWALK
NO SCALE
6-1Y2" (38 mm)
HDPE CONDUITS
STREET
PARKWAY
SPLICE VAULT
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TOP VIEW
NO SCALE
DETAIL B
TYPICAL DIRECTIONAL DRILL
FOR 2" ,51 mm) GRS
UNDER PAVEMENT ZSIDEWALK
NO SCALE
P OF
NNEL
TUNNEL DIAMETER
TO BE APPROVED
BY ENGINEER
6-1Y2' (38 mm)
HDPE CONDUITS
r".%Tl% "F SOIL/GRASS/SIDEWALK
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SIDE VIEW TYPICAL
DETAIL E
NO SCALE
�DUIT
6" MAX
152 mm
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BACKFILL &
NATIVE SOIL
CEMENT SLURRY
TOP OF
CONDUIT
6-1 1/2 it (38 mm) C., OR AS
NOTED ON PLANS
DETAIL C
TYPICAL MULTI/SINGLE CONDUIT
CROSS SECTION IN SOIL
NO SCALE
TO 6" MAX TO
JOINT (152 mm) JOINT
.•'IA,►TTITTTRI R7A T1T1 T•mrTICALLY ALIGNED
DETAIL F
NO SCALE
;ONDUIT
DETAIL D
TRENCH ON SIDEWALK
FOR 2" (51 mm) GRS CONDUIT
NO SCALE
LURRY
OF
DUIT
VARIES
GENERAL NOTES (THIS SHEET ONLY)
1, DIMENSIONS VARY ACCORDING TO SIZE OF CONDUIT ETC. BUT
THE MINIMUM BEND RADIUS OF 10 FEET (914 mm) SHALL BE
MAINTAINED ON ALL TRUNK CONDUITS CONTAINING FIBER OPTIC
CABLE AND SIX TIMES THE CONDUIT DIAMETER FOR ALL OTHER
CONDUITS.
2. ALL RENDS SHALL BE FACTORY BENDS.
3. CONTRACTOR SHALL ADAPT CONDUIT STUBOUTS FOR SPECIFIC
PROJECT REQUIREMENTS.
4. ADDITIONAL CONDUIT ENTRANCES AS REQUIRED.
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