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6" TO 12" NECK EXTENSION ARE AVAILABLE SEE NOTE 2 SEE NOTE N 8'-0" 5'-0" 21'-2" 10'-10" 9'-4" 6'-4" 12" 8' INSIDE @ JOINT 7" 9'-2" 7" 7" 20' INSIDE @ JOINT 9" 7" 20' 8'-0" 9'-4" 7" 9'-4" HEADROOM 9" 9" VAULT LOCATION STYLE JENSEN CAT. NO. ANAHEIM CU. NO. TRAFFIC TUB K820-FV112-16-58 V8X20CONTX TOP SECTION JOINT (SEE NOTE D) BOTTOM SECTION 5'-6 1/2" 5'-3 1/2" FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 1 6 CU 1600-3L PART NUMBER CORRECTION 7" ---PAGE BREAK--- 4'-8" 9" 9'-4" 10'-10" 8'-0" 9'-2" 7" 4'-8" 9" 4'-8" 9" 9'-4" 10'-10" 4'-8" 9" 8'-0" 9'-2" 4'-8" 9" 9'-4" 10'-10" 4'-8" 9" 7" 8'-0" 9'-2" 7" 4'-8" 9" 9'-4" 10'-10" 4'-8" 9" 7" 7" 7" 20'-0" 21'-2" 7" 20'-0" 21'-2" 7" 20'-0" 21'-2" 7" FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 2 6 CU 1600-3L ---PAGE BREAK--- 4'-8" 9'-4" 4'-8" 20'-0" 2'-6" TYP. 6" 4" 1'-5" GND GND 10" 8'-9" 6'-3" 3'-6" C/L 5'-3" 5" 1'-0" 7" 6" 10" 10" 10" 7" 7" 10" 1'-0" 2'-0" B A D C E 4'-0" F 4" H G 2'-4 1/2" SECTION BOTTOM 6" 6" 1'-11" TOP SECTION (3 PLCS) (TYP.) (TYP.) (TYP.) TYP. TYPICAL SIDEWALL INTERIOR ELEVATION ITEM (PER ENDWALL): A. 6" DIAMETER PVC CONDUIT TERMINATORS - 24 REQD. B. 1" DIAMETER PVC GROUND WIRE SLEEVE - 2 REQD. C. 1" DIA. X 6" DOUBLE COIL INSERT, GALV., 10,000 LB. PULL CAPACITY - 6 REQD. D. 15 8" X 15 8" X 48" LG. UNISTRUT WITH SHORT SLOTS, GALV., WITH 1 2" DIA. STAINLESS STEEL FASTENERS - 14 REQD. E. 1 2" DIA. IMPERIAL I-5000 PLASTIC INSERT -42 REQD. F. 5 8" DIA. X 33 8" NC THREADED INSERT - 4 REQD. 2000 LB. LOAD CAPACITY G. 1 2" DIA. BRONZE GROUND INSERT, GROUND TO REINFORCEMENT BARS. - 2 REQD. H. 10" DIA. PLASTIC VENT COUPLING - 2 REQD. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 3 6 CU 1600-3L ---PAGE BREAK--- 4'-8" 9'-4" 4'-8" 10" 5" 6" 10" 10" 10" 7" 7" 10" 1'-0" 1'-0" 6" 1'-5" 2'-3" 7" 3" 9" 1'-3" TYP. 4" 2'-10" TYP. B A F H D C E 6" TYPICAL ENDWALL INTERIOR ELEVATION ITEM (PER ENDWALL): A. 6" DIAMETER PVC CONDUIT TERMINATORS - 24 REQD. B. 1" DIAMETER PVC GROUND WIRE SLEEVE - 2 REQD. C. 1" DIA. X 6" DOUBLE COIL INSERT, GALV., 10,000 LB. PULL CAPACITY - 4 REQD. D. 15 8" X 15 8" X 48" LG. UNISTRUT WITH SHORT SLOTS, GALV., WITH 1 2" DIA. STAINLESS STEEL FASTENERS - 4 REQD. E. 1 2" DIA. IMPERIAL I-5000 PLASTIC INSERT - 12 REQD. F. 5 8" DIA. X 33 8" NC THREADED INSERT - 1 REQD. 2000 LB. LOAD CAPACITY H. 10" DIA. PLASTIC VENT COUPLING - 1 REQD. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 4 6 CU 1600-3L ---PAGE BREAK--- 20'-0" @ JOINT A (INSERTS NOT REQUIRED FOR PARKWAY STYLE) TRAFFIC TYPE ONLY 3'-6" TYP. 8'-0" @ JOINT 4'-0" TYP. 8'-0" 3'-0" 5'-0" 8'X5' CLEAR OPENING W/GROOVE FOR NECK EXTENSIONS ON OUTSIDE SURFACE 8'-0" @ JOINT 20'-0" @ JOINT 6" TYP. 3'-0" TYP. 4'-6" TYP. 1'-0" TYP. 9'-0" TYP. B A C 2'-6" TYP. 4'-9 1/2" TYP. 8 3/4" CEILING VIEW FLOOR VIEW NOTES: A. 1" DIA. COIL INSERT, GALV. (SEE SHEET 1) - 9 REQD. B. 5/8" DIA COPPER CLAD GROUND ROD, WELD TO REINFORCEMENT & PROJECT 3" MIN. - 2 REQD. C. 13" DIA. SUMP, 5" DEEP W/PLATE RECESS. - 2 REQD. L0CATE AS SHOWN. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 5 6 CU 1600-3L ---PAGE BREAK--- GENERAL NOTES A. THE STRUCTURE SHALL MEET THE APPLICABLE REQUIREMENTS OF THE LATEST REVISED EDITIONS OF THE FOLLOWING STANDARDS: ACI318, ASTM C-857 & AASHTO (WHICH INCLUDES AASHTO H-20 TRAFFIC WHEEL LOADING). B. FOR VAULT DESIGN PURPOSES, USE 3' GROUND WATER TABLE LEVEL. C. INTERIOR WALLS AND CEILING SHALL BE PAINTED WITH 2 COATS FLAT WHITE PAINT. (FRAZEE #410 LATEX OR APPROVED EQUAL). D. ALL JOINTS SHALL BE GASKETED AND WATERTIGHT. E. EXCAVATIONS PER CU 1600-4B, MINIMUM SIZE: 10'2" X 16'2" X DEPTH REQ'D - SEE MANUFACTURERS SUGGESTED EXCAVATION SIZE. F. FOR REFERENCE SEE CU 1600-4D FOR TYPICAL VAULT SETTING DETAILS. G. PANEL OR TUNNEL STYLE REQUIRE APPROVAL BY ELECTRICAL ENGINEERING DIVISION. H. TRAFFIC STYLE TO INCLUDE 1 ACCESS LADDER. J. FOR VAULT VENTING, SEE CU 1700-6. K. FOR SUMP PUMP INSTALLATION, SEE CU 1700-5. L. FOR VAULT IDENTIFICATION, SEE C0 114-10. M. 1 5/8" X 1 5/8" X 48" GALV. UNISTRUT WITH SHORT SLOTS, SURFACE MOUNTED WITH 1/2" DIA. STAINLESS STEEL BOLTS AND WASHERS, FURNISHED AND INSTALLED BY VAULT MANUFACTURER. N. MANHOLE PER CU 1600-3M. NOTES 1. INSTALL VAULT WITH MINIMUM TWO NECK EXTENSION, 6" TO 12" THICK EACH. 2. INSTALL CUSTOM MADE NECK EXTENSION TO 12" HIGH) IF ADJUSTMENT TO VAULT-TOP ELEVATION IS REQUIRED. 6" NECK # 0380150, 12" NECK # 0380110. 3. THE GRADE RINGS (NECK EXTENSION) SHOULD HAVE 6000 PSI BREAK TEST APPROVAL PRIOR TO SHIPMENT. 4. PLACE 12" HIGH VN ASSEMBLY ON VAULT TOP OR GRADE RING. USE CORNER LEVELING BOLTS TO RAISE TO FINISH GRADE. PLACE SHIM WASHER EVERY 12" TO 18" O.C. AROUND THE PERIMETER. IF VERTICAL VOID IS GREATER THAN 1" CUT GALV. STEEL PIPE FOR SHIMS IN LIEU OF WASHER. FILL ENTIRE VOID WITH SIKA QUICK 2500 FAST SET DRY PACK GROUT. DO NOT SUBJECT TO DIRECT TRAFFIC UNTIL GROUT IS CURED FOR 2 HRS. 5. THIS STANDARD IS DEVELOPED BY USING MANUFACTURER INFORMATION. THE CONTRACTOR/INSTALLER TO CONTACT MANUFACTURER AND FOLLOW MANUFACTURER INSTRUCTION FOR PROPER EXCAVATION, SETTING AND INSTALLATION OF THIS VAULT. FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : NEW SHEET NEW SHEET APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT SR ELEC ENG. DISTRIBUTION VAULT 8' x 20' x 9' - 4" DEEP TRAFFIC FLAT WALL WITH 5' x 8' OPENING CU1600-3L REV3 3 09-22 6 6 CU 1600-3L