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FILENAME: REVISION KEYS: ADDED / REVISED TEXT 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 NEW SHEET NEW SHEET N/A N/A SR ELEC ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV 7 7 6/17/19 1 4 L 131 SCOPE: THIS STANDARD SHOWS CONSTRUCTION AND DETAILS OF CITY OF ANAHEIM STREET LIGHT SPECIAL DESIGN #744 FOR ANAHEIM RESORT AREA. POLE LENGTH 26'-0" CURB FACE 48" (TYP.) BASE DETAIL #6 B.C. GROUND WIRE. (LOOP UNDER WASHER) CL MAST ARM, CONDUITS) L 24" (TO EXTEND 4" ABOVE 5/8" X 8' GROUND ROD (SEE SH. 2 FOR DETAILS) CONCRETE FDN. 4" 5" 12" BOLT CIRCLE ACCESS DOOR CL 4-1" X 36" X 4" 2 NUTS PER BOLT GALV. ANCHOR BOLTS WITH 2 WASHERS & 8'-0" 29'-4" ABOVE FIN. GR. FINISHED GRADE 7 GA. 12 FLUTE GALV. STEEL POLE (.14"/FT. TAPER) 13'-3 1/2" FINIAL LUMINAIRE & HANDHOLE BASE PLATE THICK) FLUTED POLE 4" X 6" HANDHOLE IN POLE ACCESS DOOR CAST BASE 2 PIECE BOLT PROJECTION IN CAST BASE SIGN BRACKET (SEE SH. 3) CAST RING 2 PIECE BANNER ARM MOUNTS (SEE SH. 3) 13'-8" 9'-0" FIN. GR. 32" ON BALL RD. 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 BASE PLATE DETAIL ---PAGE BREAK--- FILENAME: REVISION KEYS: ADDED / REVISED TEXT 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 NEW SHEET NEW SHEET N/A N/A SR ELEC ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV 7 7 6/17/19 2 4 L 131 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH NOTES: 1. ALL WELDING TO BE DONE PER A.W.S. D1.1 2. POLE SHAFT AND ALL STEEL COMPONENTS GALVANIZED TO ASTM-A123 PRIOR TO FINISHING PROCEDURE 12 FLAT FLUTE CROSS SECTION 1" BASE PLATE ASTM-A36-PLATE 36,000 K.S.I. YIELD SEE DETAIL 1 - TENON DETAIL DETAIL 1 - TENON DETAIL DETAIL 1 - BASE PLATE DETAIL SEE DETAIL 2 - BANNER ARM COUPLING DETAIL; COUPLINGS PER POLE POLE FLUTES END 6" ABOVE TOP OF BASE PLATE SEE DETAIL 3 - BASE PLATE DETAIL TUBE THK. TUBE THK. 1" BASE PLATE; ASTM-A356 PLATE, 36,000 K.S.I. YIELD 1.25" x 2" SLOTTED BOLT HOLES 7.5" POLE BASE DIAMETER 12" BOLT CIRCLE HAND HOLE POSITION BANNER ARM COUPLING TO BE POSITIONED DIRECTLY OVER & 180° FROM HAND HOLE POSITION COUPLING FOR 1" PIPE COUPLING PROTRUDES 0.5" FROM OUTER EDGE OF POLE SHAFT 45° CHAMFER (INSIDE & OUT) 4" O.D. x 0.318" WALL (3.5" SCHEDULE 80 STANDARD PIPE); 30,000 P.S.I. MINIMUM YIELD STRENGTH 4.75" O.D. x 0.25" THICK ROUND POLE PLATE - H.R.M.S. - WITH 2" DIAMETER WIRE ENTRANCE HOLE .19 PER AWS D.1.1 .25 PER AWS D.1.1 ACCESS DOOR IN CAST BASE .25 PER AWS D.1.1 .25 PER AWS D.1.1 DETAIL 2 - BANNER ARM COUPLING DETAIL 4" 9' 13'-8" 6" 18" TO CENTER OF HAND HOLE 9" 8.5" BOLT SQUARE 11.75" 7GA. (.1793") TAPERED (.14"/FT.) STEEL 7.5" X 3.86" X 26'-0" 12 FLAT FLUTE ---PAGE BREAK--- FILENAME: REVISION KEYS: ADDED / REVISED TEXT 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 NEW SHEET NEW SHEET N/A N/A SR ELEC ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV7 7 6/17/19 3 4 L 131 5" FINISHED GRADE 72" 3O" DIA. 30" DIA.x72" DEEP CONCRETE FDN. REINFORCE WITH 12-#7 VERT. BARS AND 12-#4 LOOPS AT 6 O.C. 4-1"x36"x4" GALV. ANCHOR BOLTS ON 12"B.C. WITH 2 WASHERS AND 2 NUTS EACH BOLT 1" MIN. (TYP.) BANNER ARM DETAIL FOUNDATION DETAIL SEE SH. 1 FOR CONDUIT & GROUND ROD PLACEMENT 1/4" HOLES, EVENLY SPACED, 3 SIDES 33" 9'-O" STAINLESS STEEL SAFETY CABLE W/CRIMPED ENDS HEAVY-DUTY BREAK AWAY SWIVEL (SUITABLE FOR WINDS RATED UP TO 7O M.P.H.) POLE SHAFT (SEE SH. 1) 1" POLE SHAFT SIGN BRACKET BANNER ARM MOUNTS WITH 1" NPT FEMALE THREADS BANNER ARM 1" STEEL PIPE, CAPPED ONE END, AND 1" NPT MALE THREAD ONE END WELDED ON POLE FACE 33" BOLT PROJECTION 1.75" x1"x1/8"x18" MIN. MOUNTING CHANNEL(UNLESS SPECIFIED BY OTHERS) BANNER ARMS SHALL BE INSTALLED ON STREET LIGHT POLES IF ADDRESSED IN W.O. PACKAGE ---PAGE BREAK--- FILENAME: REVISION KEYS: ADDED / REVISED TEXT 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 NEW SHEET NEW SHEET N/A N/A SR ELEC ENG. CITY OF ANAHEIM STREET LIGHT DESIGN #744 ANAHEIM RESORT AREA L131 REV7 7 6/17/19 4 4 L 131 NOTES: 1. STEEL TO BE HIGH TENSILE STRENGTH. CAST ALUMINUM TO BE 319 ALLOY OR AS SPECIFIED. 2. ALL FASTERNERS TO BE STAINLESS STEEL. 3. WIRING SHALL BE #14 COPPER XHHW-2 MINIMUM WIRES-(BLACK-PHASE, WHITE-NEUTRAL, GREEN-GROUND). 4. COMPATIBLE UNIT FOR ITEM 1 OF BILL OF MATERIAL TABLE, INCLUDES, POLE, MAST ARM AND THE CAST BASES. COMPATIBLE UNIT FOR ITEM 4 OF MATERIAL TABLE INCLUDES LAMP AND PHOTO CONTROL. 5. POLE SHAFT AND ALL STEEL COMPONENTS SHALL BE HOT-DIP GALVANIZED (HDG) TO ASTM A123 PRIOR TO FINISHING PROCEDURE. 6. FINISH FOR ANAHEIM RESORT AREA (ARA): a. ALL ITEMS EXCEPT FINIAL SHALL BE GREEN, SEMI-GLOSS ANAHEIM P7-GREEN, "PPG-AMERSHIELD" "PANTONE 330C" b. FINIAL SHALL BE FROM MATTHEWS PAINT CO, AZTEC GOLD- INTESTATE 286-401 G. 7. FINISH FOR GRADE SEPARATION AND BRIDGES (GSB): a. ALL ITEMS EXCEPT FINIAL SHALL BE BLACK-GRAY,SEMI-GLASS" PPG-AMERSHIELD RAL 7021. b. FINIAL SHALL BE SILVER RAL # 9006. 8. THE PAINTING PROCEDURE OF HDG SURFACES SHOULD BE SUBMITTED TO ANAHEIM STANDARDS GROUP FOR REVIEW AND APPROVAL 9. LUMINAIRE SHALL BE PAINTED SAME AS POLE ORDERED, OR PAINTED BY THE CONTRACTOR TO MATCH POLE COLOR. 10. THE POLE AND MAST ARM MANUFACTURER IS SOUTHCOAST LIGHTING AND COBRA HEAD LUMINAIRE MANUFACTURER IS "GENERAL ELECTRIC". VENDORS TO ORDER THE UNIT ARE SOUTH COAST LIGHTING, ONE-SOURCE, WESCO AND INDEPENDENT ELECTRIC. 11. THE HAND HOLES ON POLE SHOULD LINE UP WITH HAND HOLE ON BASE FOR EASY ACCESS TO CABLES. 12. DRILL AND TAP THE POLE FOR SIGNAGE. 13. TO ATTACH THE MAST ARM TO POLE, TORQUE THE SETSCREWS @ 21 FT-LBS. 14. FOOTING (FOUNDATION) CONCRETE MIX SHALL BE 560-C-3250. 15. DESIGNER SHALL USE APPROPRIATE PHOTOMETRIC SOFTWARE TO CONFIRM IES GUIDELINES ARE FOLLOWED PRIOR TO STREETLIGHT INSTALLATION. ITEM QTY DESCRIPTION ANAHEIM PART NO. (ARA) ANAHEIM PART NO. (GSB) COMPATIBLE UNITS (ARA) COMPATIBLE UNITS (GSB) - - POLE WITH MAST ARM. SCROLL WORK, CAST BASE AND ANCHOR BOLTS- ANAHEIM TYPE SA- COMPLETE UNIT - - SLDES744-P7 - 1 1 26' POLE, 12 FLUTE WITH CAST RING AND TWO BANNER ARM MOUNTS 476251 - - - 2 2 CAST BASE (2 PIECE) W/DOOR 476255 - - - 3 1 8' ARM W/ SCROLL & FINIAL 464050 - - - 4 1 LUMINAIRE (NOTE 6,7, 8) 400W-120/208/240/277 474277 - L400LED-P7* - 250W-120/208/240/277 474247 - L250LED-P7* - `200W-120/208/240/277 474241 - L200LED-P7* - * FOR LED EQUAL CONTACT T & D STANDARD GROUP.