HomeMy WebLinkAbout3258-32THE FRAME AND LID OF THE VAULT SH,"' '
COMPLY WITH THE LOAD RATING APPLIC
TO THE VAULT LOCATION AS DESCRIBES
THE SPECIAL PROVISIONS.
48 1/2" MIN INTERNAL
CLEARANCE
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ONCRETE
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SPLICE
"TRAFFIC" LETTERS TO BE
1" TO 3" HIGH
CONDUIT
P48 SPLICE VAULT DIMENSIONS
NCRETE RING AROUND VAULT
DETAIL A
INSTALLATION IN CONCRETE SIDEWALK
OVER
2" MIN
12—STF
6 HDPE CONDUITS I
AS SHOWN ON PLAT
96—STRA
SM
MINIMUI
`'4(.025—FT OF 96—STRAN
N Z N SMFO CABLE SLAC
11 UNLESS NOTED OTHERWIS
10"
q 25—FT OF 96—SMFO CABLE SLACK
i NOTED OTHERWISE
6—STRAND SMFO
IDPE CONDUITS OR
SHOWN ON PLANS.
TRAND SMFO CABLE SLACK
.,viL- ����ill��IUM OF 16—FT OF 12—STRAND SMFO
P48 SPLICE VAULT CABLE TERMINATION
INSTALLATION NOTES:
1. CONCRETE RING SHALL BE MINOR CONCRETE.
2. CONCRETE ENCASEMENT RING DIMENSION, D,
TO BE EQUAL TO DESIGN PAVEMENT DEPTH.
3. PAVEMENT AND SUBGRADE TO BE AS DIRECTED
BY THE ENGINEER.
EE DETAIL A
DETAIL A
INSTALLATION IN COMPACTED EARTH
COPPER WIRE ATTACHED TO
'OUNDING PROVISION ON SPLICE
OSURE WITH A TERMINAL LUG
(IN EARTH)
ROD
NOTES: (THIS SHEET ONLY)
1. UPON ACCEPTANCE OF THE WORK ALL CONDUITS SHALL
BE SEALED WITH COMPATIBLE SEALANT MATERIAL.
2. ALL GROUND CONNECTIONS SHALL BE COATED WITH
OXIDATION PROHIBITING COMPOUND.
3. THE VAULT SHALL BE CAULKED AFTER ALL KNOWN
ENTRANCES HAVE BEEN MADE.
4. VAULT SHALL HAVE INTEGRAL BASE OR SHALL BE
GROUTED PER CITY STANDARD 143 OF PULL BOXES
5. VAULT SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING WHEELCHAIR RAMPS.
6. WHEN VAULT IS INSTALLED IN SIDEWALK AREA, THE DEPTH OF THE
VAULT SHALL BE ADJUSTED SO THAT THE TOP OF THE VAULT IS
FLUSH WITH THE TOP OF SIDEWALK.
7. ALL COVERS AND VAULTS SHALL BE INTERCHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE GAGES. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN 1/8 INCH.
TOP OUTSIDE EDGE OF ALL CONCRETE COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
8. ALL COVERS SHALL INCLUDE KEYED HOLD DOWN BOLTS TO SECURE COVER.