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6"
THE FRAME AND LID OF THE VAULT SH,"' '
COMPLY NTH THE LOAD RATING APPUC
TO THE VAULT LOCATION AS DESCRIBE[
THE SPECIAL PROVISIONS.
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48 1/2" MIN INTERNAL SPUCE Yn%j&-l
CLEARANCE "COMMUNICATIONS" LETTERS TO BE
1" TO 3" HIGH
COVER SHALL BE FIBER GLASS
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CONDUIT
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CRETE RING AROUND
DETAIL A
AULT COVER
INSTALLATION IN CONCRETE SIDEWALK
12— STf
6 HDPE CONDUITS i
AS SHOWN ON PLAI
96-STRA
SM
19 AL
MINIMUI
Io co 25 -FT OF 96-STRAN
N z N Z SMFO CABLE SLAC
if UNLESS NOTED OTHERWIS
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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.
UM 25 -FT OF 96-SMFO CABLE SLACK
5S NOTED OTHERWISE
96 -STRAND SMFO
HDPE CONDUITS OR
S SHOWN ON PLANS.
STRAND SMFO CABLE SLACK
I.ivi.IMUM OF 16 -FT OF 12 -STRAND SMFO
NOTES: (THis sHEET ONLY)
1. UPON ACCEPTANCE OF THE WORK ALL CONDUITS SHALL
BE SEALED WITH COMPATIBLE SEALANT MATERIAL.
2. THE VAULT SHALL BE CAULKED AFTER ALL KNOWN
ENTRANCES HAVE BEEN MADE.
3. VAULT SHALL HAVE INTEGRAL BASE OR SHALL BE
GROUTED PER SPECIAL PROVISIONS.
4. VAULT SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXISTING WHEELCHAIR RAMPS.
5. 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.
6. 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 FIBER GLASS COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS.
7. ALL COVERS SHALL INCLUDE KEYED HOLD DOWN BOLTS TO SECURE COVER.
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