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FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET N/A N/A URD TRANSFORMER PLASTIC HOLE LINER CU1500-9B REV5 5 01-15 1 2 CU 1500-9B 39 1/2" O.D. 37" I.D. 4" 14" 38" I.D. 72" SHIPPED "KNOCKED DOWN" 49" O.D. 4" NOTE: OPENING 1/2" SILICON-BRONZE 5-SIDED TAMPER-PROOF BOLT. 4" THICK "RPM" TOP PORTION WITH 2"x4"x1/2" DEEP RECESS FOR CONCRETE KEY IN EACH QUADRANT "FRP" BOTTOM PORTION RECESS FOR CONCRETE KEY FASTENERS SEE NOTE B KNOCK-OUTS 1-4" DIA. & 1-3"DIA. (3 PLACES EACH SECTION) 482010 482055 480050 482060 6001468 6001466ANA 6001884 6001485ANA (SEE NOTE A) (SEE NOTE A) 482070 6001885 GRATE TAMPER VENT ADJUST- ABLE TOP CAP BOTTOM SECTION TRANS- FORMER SUPPORT INSERT HLPLA-GRATE - - - HLPLAS-SUPT 1 2 3 5 6 1 2 3 5 6 4 A. FOR INSTALLATION IN NON-TRAFFIC AREAS ONLY. B. ANY CHANGES IN STREET ALIGNMENT WOULD REQUIRE REPLACEMENT WITH CONCRETE HOLELINER. SCOPE: THIS STANDARD SHOWS PLASTIC TRANSFORMER HOLELINER MATERIAL PARTS DETAIL AND INSTALLATION REQUIREMENT. ANAHEIM SPECIAL GALVANIZED, BOLTDOWN BAR GRATE, WITH 1/2" SPACING. 482065 6001468 TOP SECTION - 4 - 6001468A HLPLAS 7 HOLELINER COMPLETE ASSEMBLY ---PAGE BREAK--- FILENAME: REVISION KEYS: ADDED / REVISED TEXT CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT T&D CONSTRUCTION STANDARDS SUB MAINT NEW SHEET NEW SHEET N/A N/A URD TRANSFORMER PLASTIC HOLE LINER CU1500-9B REV5 5 01-15 2 2 CU 1500-9B 4" 14" 72" TOP CAP INSTALLATION (SEE NOTE D AND DETAIL) FINISHED GRADE (TOP OF CAP) POURED IN CONCRETE (SEE NOTE D-1) FINISHED GRADE: LANDSCAPE INSTALLATION (SEE NOTE D-2) TAMPER VENT (SEE NOTE E) (SEE NOTE D-3) GALVANIZED, BOLTDOWN BAR GRATE TOP NYLON WIRE TIES OR NON-CORROSIVE BOLTS BOTTOM KNOCK-OUTS (SEE NOTE B) SEE NOTE B 49" O.D. SLIDE BAR WITH BOLT BOTTOM. TO SECURE TOP TO 72" (MIN.) ADJUSTABLE TOP CAP SET CONCRETE PAVERS (MIN. SIZE 2"X4"X8") ON 95% COMPACTED SOIL. (SEE NOTE D) STAGE 1 STAGE 2 GENERAL NOTE: FOR DEFINITION, SEE GLOSSARY @ FRONT OF CU 1500 STANDARD SERIES GROUNDING (SEE NOTE C) STAGES OF WORK NOTES: B. 3/4 INCH CLEAN CRUSHED ROCK. C. KNOCKOUTS SHALL BE POSITIONED TO ALIGN WITH PRIMARY AND SECONDARY CONDUCTORS AS SHOWN ON WORKING DRAWINGS. D. GROUNDING PER CU 1500-12. STAGE 2 D. TOP CAP INSTALLATION: STAGE 3 E. TRANSFORMER IDENTIFICATION PER CO 114-6 AND WORK ORDER DRAWINGS. 1. SET TOP CAP TO FINISHED SIDEWALK, TOP OF CURB OR OTHER ESTABLISHED GRADE THEN POUR A 12" MINIMUM WIDE CONCRETE APRON AROUND TOP CAP PER CU 1500-3. 2. LANDSCAPE AREA: SET TOP CAP SO TOP IS 3" TO 6" ABOVE FINAL GROUND LEVEL. SLOPE FINAL GROUND LEVEL AWAY FROM TOP CAP. 3. TOP CAP SHALL BE INSTALLED SO BOLT DOWN FACES STREET OR WALKWAY. A. MINIMUM EXCAVATION SIZE: 55" SQUARE X 82" DEEP (88" DEEP MAXIMUM) PER CU 1500-3B.