HomeMy WebLinkAbout3827-2THE FRAME AND LID OF THE VAULJ SHALL
COMPLY WITH THE LOAD RKfING APPLICABLE
TO THE VAULT' LOCATION AS DESCRIBED IN
[HE ZWELIAL FK ViblUM's.
48 1/2" MIN INTERNAL
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"COMMUNICAT IONS" LETTERS TO BE
11"' TO 3"" HIGH
04
I c
BRANCH
CONDI 11T 2" MIN
CONCRETE
=--CONCRETE RING AROUND VAULT
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777,
DETAIL A
INSMOION IN CONCRETE S!"ll DEWtkLX,,
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t UPON! ACCEPTANCE OF THE WORK ALL CONDUITS SHALL
BE SEALED WITH COMPATIBLE SEALANT MATER�AL.
2,,, ALL, GROUND CONNECTIONS SHALL BE COATED WITH
0XIDATON PROHIBITING COMPOUND.
3. THE VALIL3 SHALL BE CAULKED AFTER ALI. 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.
WHEN VAULT IS INSTALLED IN SIDEWALK AREA, THE DEPTH, OF THE
VAILILT 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 GA(PE, THE TOP SURFACES SHALL BE FLUSH WITHIN I I
/8 NCH.
1,'OP OUTSIDE EDGE OF ALI,,,,, FIBER GLASS COVERS AND PULL BOXES SHALL HAVE
A 1/4" MIN RADIUS,,
8. ALL COVERS SHALL INCLUDE KEYED HOLD DOWN BOILSS TO SECURE COVER,
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.
%3J/8"' LIP
NEW
EXISTING CURB AND/OR A.C�,
CURB AND CUTTER
1H. -RAML-SIMEZZ,
NO SCALE
_,_____DElAlL A
INSTALLOON IN COMPACTED EARTH
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