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SCOPE: THIS STANDARD SHOWS CITY OF ANAHEIM STREET LIGHT DESIGN #739- DOUBLE ARM CONSTRUCTION AND DETAILS. FINISH GRADE BOTH SIDES OF POLE WIRE ENTRY 10" TYP. MAST ARM, SCROLLS & TOP FINAL SHALL BE DARK BROWN ACRYLIC 17" ROUND MARBELITE POLE MOUNTING HEIGHT 24' NOM. POLE LENGTH 28'-0" 55" TYP. LUMINAIRE 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) 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 PR. ELEC. ENG. N/A N/A CITY OF ANAHEIM STREET LIGHT DESIGN #739 ANAHEIM HILLS AREA L122 REV10 10 4-3-2024 1 3 L 122 CONCRETE FDN. 30" DIA. X 68" DEEP 2 1/4" X 5" MIN. HANHOLE OPENING 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. ADDED SHT. NO. 3 ---PAGE BREAK--- ITEM PART NO. ANAHEIM 464015 SEE CONSTRUCTION STANDARD L123 UNIT COMPATIBLE SLDES739 - QTY DESCRIPTION 1 2 3 - 1 2 POLE, WITH ANCHOR BOLTS AND ARM MAST ARM- DOUBLE LUMINAIRE 476035 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 PR. ELEC. ENG. N/A N/A CITY OF ANAHEIM STREET LIGHT DESIGN #739 ANAHEIM HILLS AREA L122 REV10 10 4-3-2024 2 3 L 122 NOTES: 1. POLE CONCRETE SHALL BE 6000 PSI COMPRESSION MINIMUM IN 28 DAYS, MANUFACTURED TO ASTM C 1089-8.8 2. BASE PLATE ASTM A-36 FULLY PRESTRESSED WITH 5/16” DIAMETER, A-416 WIRES MINIMUM. 3. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, AND MAST ARM. 4. FOR COMPLETE POLE ORDER “AMERON” PART NUMBER 1C3-28P FOR DOUBLE ARM WITH LONE PINE YELLOW MIX #21 FINISH. ENTIRE POLE SHALL BE COATED WITH AMERISHIELD ANTI-GRAFFITI SEALER. 5. FOR MAST ARM ORDER "SIERRA LIGHTING" STREET LIGHT SPEC 6. 6. WIRING SHALL BE # 14 COPPER WIRES WITH XHHW-2 INSULATION (BLACK-PHASE, WHITE- NEUTRAL, GREEN- GROUND). 7. THE POLE SUGGESTED MANUFACTURERS IS "AMERON", AND VENDORS TO ORDER THE UNIT ARE SOUTHCOAST LIGHTING, WESCO LIGHTING, DEL SOL RESOURCES, AND ONE SOURCE. 8. FOOTING (FOUNDATION) CONCRETE MIX SHALL BE 560-C-3250. 9. DESIGNER SHALL USE APPROPRIATE PHOTOMETRIC SOFTWARE TO CONFIRM IES GUIDELINES ARE FOLLOWED PRIOR TO STREETLIGHT INSTALLATION. 10. FOR LED RETROFIT SEE L 104-1 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. ADDED SHT. NO. 3 ---PAGE BREAK--- 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 PR. ELEC. ENG. N/A N/A CITY OF ANAHEIM STREET LIGHT DESIGN #739 ANAHEIM HILLS AREA L122 REV10 10 4-3-2024 3 3 L 122 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. 68" 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"