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SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #738 CONSTRUCTION AND DETAILS. ROUND MARBELITE POLE 55" 17" MAST ARM, SCROLLS, & TOP FINIAL SHALL BE DARK BROWN ACRYLIC COLOR 10" WIRE ENTRY 1 SIDE OF POLE LUMINAIRE POLE LENGTH 28'-0" MOUNTING HEIGHT 24' NOM. FINISH GRADE BASE DETAIL 24" 4" GROUT 4" #6 B.C. GROUND WIRE (LOOP UNDER WASHER) FINISH GRADE 3" L 4-1" X 36" X 4" GALV. ANCHOR RODS WITH 2 WASHERS & 2 NUTS PER ROD 1" PVC SCH 80 CONDUIT(S) (OR AS SHOWN ON W.O. DWG.) STUB-UP INTO BASE OF STREET LIGHT. CONDUIT(S) TO EXIT ON C OF FOUNDATION. PARALLEL TO CURB, OR AS SHOWN ON W.O. DWG. CAP ALL UNUSED CONDUITS 5/8" X 8' GROUND ROD (TO EXTEND 4" ABOVE CONDUITS) CONCRETE FDN. 30" DIA. X 60" DEEP FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT N/A N/A PR. ELEC. ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #738 ANAHEIM HILLS AREA L121 REV11 11 4-3-2024 1 3 L 121 ADDED SHT. NO. 3 2 1/4" X 5" MIN. HANHOLE OPENING, FRAMELESS WITH STAINLESS STEEL COVER & TAMPER PROOF SCREWS CL LC 30" OR 69" CURB FACE 4" ± 1/2" CONDUIT CLEARANCE HOLE 1-1/4" DIA X 1-3/4" LG SLOTS EQUALLY SPACED ON A 15" TO 16" DIA. BOLT CIRCLE BASE PLATE DETAIL 14" SQ X 1" THK ASTM A36 STEEL PLATE 9-7/8" BASE O.D. ---PAGE BREAK--- NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-19 2. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 3. FOR COMPLETE POLE ORDER “AMERON” PART NUMBER 1C3-28P WITH LONE PINE YELLOW MIX #21 FINISH. ENTIRE POLE SHALL BE COATED WITH AMERISHIELD ANTI-GRAFFITI SEALER. 4. FOR MAST ARM ORDER "SIERRA LIGHTING" STREET LIGHT SPEC 6. 5. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE- NEUTRAL, GREEN- GROUND). 6. DESIGNER SHALL USE APPROPRIATE PHOTOMETRIC SOFTWARE TO CONFIRM IES GUIDELINES ARE FOLLOWED PRIOR TO STREETLIGHT INSTALLATION. FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT N/A N/A PR. ELEC. ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #738 ANAHEIM HILLS AREA L121 REV11 11 4-3-2024 2 3 L 121 ITEM QTY DESCRIPTION ANAHEIM PART NO. COMPATIBLE UNIT 1 1 POLE, WITH ANCHOR BOLTS, AND ARM 476035 SLDES738 2 1 MAST ARM- SINGLE PER SPEC 6 464010 3 1 LUMINAIRE SEE CONSTRUCTION STANDARD L123 1 MAST ARM-SINGLE PER SPEC 5 (FOR MAINTENANCE ONLY) 464080 ADDED SHT. NO. 3 ARM INSTALLATION INSTRUCTIONS: 1. APPLY A THIN COAT OF STAINLESS STEEL ANTI SEIZE LUBRICANT TO THE CLAMP BOLT THREADS. 2. START BY LOOSELY ATTACHING THE ARM TO THE POLE MAKING SURE THAT THE HOUSE SIDE SCROLL ASSEMBLY IS RIGHT SIDE UP (THE TOP CLAMP IS SMALLER THAN THE BOTTOM CLAMP TO ACCOMODATE THE POLES TAPER). 3. BEGIN SNUGGING THE CENTER CLAMP WHILE MAINTAINING SQUARE ORIENTATION WITH THE POLE BASE. TIGHTEN THE CENTER CLAMP ALTERNATING FROM SIDE TO SIDE TO A MAXIMUM TORQUE OF 14 FOOT POUNDS. 4. TIGHTEN THE TOP AND BOTTOM CLAMPS USING THE SAME PROCEDURE AS THE CENTER CLAMP TO MAXIMUM TORQUE OF 6 FOOT-POUNDS. 5. INSTALL POLE TOP FINIAL. NOTE: OVER TIGHTENING OR TIGHTENING UN-EVENLY MAY WEAKEN OR BREAK THE CLAMPS. ---PAGE BREAK--- CONCRETE: 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,250 PSI AT 28 DAYS. 2. PORTLAND CEMENT FOR CONCRETE SHALL BE TYPE II/V CONFORMING TO ASTM C150. THE MAXIMUM WATER CEMENT RATIO SHALL BE 0.45 . REINFORCING STEEL: 1. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. FOUNDATIONS: 1. FOR USE IN SOILS WITH INTERNAL FRICTION ANGLE Ø > 30°, FOR ALL OTHER SOILS TYPES NOTIFY THE CITY. FILENAME: REVISION KEYS: ADDED / REVISED TEXT NEW SHEET CONSTRUCTION STANDARD: ADDED / REVISED MATERIAL SHEET OF REVISION NO. ISSUE DATE : APPROVALS T&D MGR CITY OF ANAHEIM ELECTRICAL DIVISION PUBLIC UTILITIES DEPARTMENT OPS MGR T&D CONSTRUCTION STANDARDS SYS PLN MGR SUB MAINT N/A N/A PR. ELEC. ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #738 ANAHEIM HILLS AREA L121 REV11 11 4-3-2024 3 3 L 121 60" FOUNDATION DETAIL FINISH GRADE 12" 12" TYP. 2" 3 @ 2" 3" CLR 3O" DIA. CIDH (4)-1"x 36" x 4" ANCHOR BOLTS ASTM F1554 GR 36 GALVANIZED 4" GROUT A SECTION A-A 3" CLR. TO TIES #4 TIES W/12" LONG LAP 8 - #6 (EQUALLY SPACED) VERTICAL REINFORCING ADDED SHT. NO. 3 3"