HomeMy WebLinkAbout3901-10G AROUND VAULT
DETAIL A
INSTALLATION IN CONCRETE SIDEWALK
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THE FRAME AND LID OF THE VAULT 5F' " '
COMPLY HITH THE LOAD RATIN& APPLIGA
TO THE VAULT LOCATION AS DESCRIBE
THE SPECIAL PROVI511
48 1/2" MIN INTERNAL
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CLEARANCE
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10"
SPLICE v rwL. I W Y LIQ 1-lrl%rl r�L
"COMMUNICATIONS" LETTERS TO BE
I" TO 3" HIGH
2" MIN
CONDUIT
P46 SPLICE VAULT DIMENSIONS
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INSTALLATION NOTES:
1. CONCRETE RING SHALL BE MINOR GONGRETE.
2. CONCRETE ENCASEMENT RING DIMENSION, D,
TO BE EQUAL TO DESIGN PAVEMENT DEPTH.
3. PAVEMENT AND W567RADE TO BE AS DIRECTED
BY THE ENGINEER.
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DETAIL A
INSTALLATION IN COMPACTED
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DIAL TWD WORKING
BEFORE �• DAYS BEFORE
YOU DI6 YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY IARDERGRMW SERVICE ALERT
#6 COPPER WIRE ATTACHED TO
6 ,0UNDIN& PROV15ION ON SPLICE
GL05URE WITH A TERMINAL LUG
5' (IN EARTH)
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NOTES (THIS SHEET ONLY)
I. UPON ACCEPTANCE OF THE WORK ALL CONDUITS SHALL
BE SEALED HITH GOMPATIBLE SEALANT MATERIAL.
2. ALL 6ROUND 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 FOR PULL BOXES.
5. VAULT SHALL NOT BE WITHIN THE BOUNDARIES OF NEW OR
EXI5TIN& WHEELCHAIR RAMPS.
6. WHEN VAULT 15 INSTALLED IN 51DEWALK AREA, THE DEPTH OF THE
VAULT 5HALL BE ADJUSTED 50 THAT THE TOP OF THE VAULT 15
FLUSH WITH THE TOP OF 51DEHALK.
'7. ALL COVERS AND VAULTS SHALL BE INTERCHANGEABLE WITH CALIFORNIA
STANDARD MALE AND FEMALE 6A&E5. WHEN INTERCHANGED WITH A STANDARD
MALE OR FEMALE GAGE, THE TOP SURFACES SHALL BE FLUSH WITHIN I/8 INCH.
TOP OUT5IDE 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.
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AUTOCAD FILENAME: S:\TRAFFIC\Monne\Citrus.Fiber. Record Drawings\0227s10_RD.dwg