HomeMy WebLinkAbout4120-2"
THE FRAME AND LID OF THE VAULT SH,"' '
COMPLY WITH THE LOAD RATING APPLIC
TO THE VAULT LOCATION AS DESCRIBES
THE SPECIAL PROVISIONS.
48 1/24" MIN INTERNAL
CLEARANCE
DETAIL A
INSTALLATION IN CONCRETE SIDEWALK
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SPLICE VAULT COVER MARKED
"COMMUNICATIONS" LETTERS TO BE
1" TO 3" HIGH
COVER SHALL BE FIBER GLASS
1 2" MIN
CONDUIT
DVER
REV. _ REVISION DESCRIPTION
I AS —BUILT
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DATE ENGR. I CITY I DATE
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12—STF
6 HDPE CONDUITS
AS SHOWN ON PLAI
96—STRA
SM
MINIMUi
25—FT OF 96—STRAN
SMFO CABLE SLAC
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.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE VWTH/N TWO YZARS OF THE DATE OF APPROVAL
SHOWN HEREOF AND CARRIED FORT14 INA DILIGENT MANNER,
TPE CITY EAIGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING TPEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
UM 25—FT OF 96—SMFO CABLE SLACK
SS NOTED OTHERWISE
96—STRAND SMFO
HDPE CONDUITS OR
.S SHOWN ON PLANS.
STRAND SMFO CABLE SLACK
ry11�JIMUM 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 CITY STANDARD 143 OF PULL BOXES
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
q 1/4" MIN RADIUS.
7. ALL COVERS SHALL INCLUDE KEYED HOLD DOWN BOLTS TO SECURE COVER.
AS—BUILT
Prepared Under The Supervision Of
QROFESS/pN
�1EB ,�yB70
No. 37
. 3/30/08 2001 East First Street
Santa Ana, CA 92705
CIV1�- a�P TEL: (714)568-7300 FAX: (714)836-5906
CITY OF FONTANA, CALIFORNIA
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
DRAWN BY: COMMUNICATION CONDUIT PLAN SCALE:
DESIGNIED BY: SIERRA AVENUE DATE:
B. A. S SPLICE VA UL T DETAILS 07/31/06
CHECKED BY: APPROVED BY: / DRAWING NO.: 2
M.R. ,Ca 8 ILS: 4� 20
CITY TRAFFIC; FN � FR R.C.F_ 68819 DATE:
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