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HomeMy WebLinkAboutT-231903N 0-0 W v e g I T a 1 SPLICE KITS FUSE KITS CLEAR EPDXY SPLICE QUICK DISCONNECT KITS ON ALL THRU 10 AMP IN LINE FUSE WIRE RUNS KITS - S.E.C. OR EQUAL TYPICAL DESIGN F JUNCTION BOX-\ STEEL WIRE OR TEE PLATE .f- 12" GROUND LL 2' MIN. GROUT UNDER POLE BASE 2' -0" TO EDGE OF SIDEWALK 1 TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE- S LJ U O #8 BARE I 24" COPPER 4" CONCRETE FRAME (n ' PAD U LJ F GROUND WIRE STEEL WIRE OR TEE PLATE REINFORCEMENT OCD z TOP OF CONCRETE FOUNDATION TO 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. Q f- 3. WELDED SEAM CONSTRUCTION. �z = 4' BE LEVEL WITH 0 = cn C-D SCHOOL DISTRICT 6. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING. O :2 J 7. BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) .f- 12" GROUND LL 2' MIN. GROUT UNDER POLE BASE 2' -0" TO EDGE OF SIDEWALK 1 TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE- S LJ II #8 BARE I 24" COPPER 6000 PSI CONCRETE (SEE NOTES) FRAME ! - "x�` ' 1/8-MIN. THICK STEEL C, L OR T - A36 U LJ W GROUND WIRE STEEL WIRE OR TEE PLATE REINFORCEMENT ASTM A -82 STEEL WASHINGTON 98121 TOP OF CONCRETE FOUNDATION TO 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. 2108 WESTERN AVENUE-SEATTLE -9640 3. WELDED SEAM CONSTRUCTION. TITLE 4. DOOR WITH CONCEALED HINGES (LEFT SIDE). 4' BE LEVEL WITH 0 = cn R E N T O N SCHOOL DISTRICT 6. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING. TOP OF SIDEWALK. 7. BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES. ELEMENTARY SCHOOL 8. 4 -112 "x16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. Lj CC 0 9, 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES. 2 - #8 AWG CU PVC CONDUIT m LIGHTING SYSTEM SYSTEM - Q WIRE TO CONTACTOR CONCRETE n° LL Z v o oN s c O O °v 3Q Z 'a a E a� E �E �N 4 1I o a� h a �0o 0 2 w _e z _ O z N 1111 FOUNDATION 3 SO. OR DIA. 5/8" x8" COPPER -CLAD GROUND ROD 4 TYPICAL LIGHTING UNDERGROUND SYSTEM SCALE: NONE 7' -0" • z i 3' -0" STREET LIGHT POLE L JUNCTION BOX PLAN VIEW Jr LIGHTING STANDARD JUNCTION BOX SCALE: NONE 100 A MAIN BREAKER (MIN) 2 POLE 240 VOLT © a m TEST BRANCH BREAKERS z SWITCH 120/240 VOLT 16 POLE F 22" 19 LID SEE LEGEND DETAIL 11' 14" 13" L txtx3 /16, t" LONG 8 HOOK DETAIL PLAN VIEW ® TYPE "B" BOX LID & FRAME i PLAN SYMBOLS WIRE REINFORCEMENT REINF 1 1/2" MIN. z ELEVATION VIEW L JT-;F:- 1" NOM. �m —MAX. ILLUMINATION SYSTEM LEGEND DETAIL M2"BELL ENDS NON CONDUIT . FORM LETTERS WITH 1 /87 WELD BEAD. TYP. `w;°ro8s�° $�gs8b GRIND OFF DIAMOND PATTERN BEFORE 6" GRAVEL PAD FORMING LETTERS COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS ITEM MATERIALS BOX 6000 PSI CONCRETE (SEE NOTES) FRAME DIAMOND PLATE STEEL - A786 LID SUPPORT 1/8-MIN. THICK STEEL C, L OR T - A36 LID DIAMOND PLATE STEEL - A786 ANCHORS STEEL WIRE OR TEE PLATE REINFORCEMENT ASTM A -82 STEEL - GALVANIZED STEEL NOTES: 1. ALL DIMENSIONS ARE MINIMUM. EXACT CONFIGURATIONS VARY AMMONG DIFFERENT MANUFACTURERS. THE NOTED LID THICKNESS ARE OVERALL MINIMUMS. THE DIAMOND PATTERN FOR TYPE 1 OR TYPE 2 BOXES SHALL BE 287 MINIMUM OF OVERALL THICKNESS. 2. LID SUPPORT MEMBERS SHALL BE WELDED TO FRAME. 3. 4000 PSI CONCRETE IS ALLOWED IF BOX REINFORCEMENT CONSISTS OF 6x6 - W3x3 WELDED FABRIC WELDED TO FRAME. 4. NON- CONCRETE BOXES MAY BE SUBMITTED FOR APPROVAL. EVALUATION WILL INCLUDE AN H-20 LOAD TEST. •s 1 JUNCTION BOX DETAILS � SCALE: NONE TAPERED ALUM. POLE 0.188 WALL ALLOY 606 147 m 100 AMP WITH BRAT BREAKERS 2" MALE FEMALE BUSHINGS PE CELL TERM STIRI GET RECEF TEST SET LIGHTING CONTACTOI AS REO'D SERVICE F (2) #2 & I & 1 #BG RACEWAY REMOVABU FRONT VIEW SIDE VIEW 4 -1/2 "x16° GALVANIZED CONDUIT ENTR. AREA ANCHOR BOLTS - - -- 2T c a c SIZE TO TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW PLAN VIEW TYPICAL LIGHTING UNDERGROUND SYSTEM AND CABINET FOUNDATION SCALE: NONE SIZE AS REQUIRED MENG ASSOCIATES - ARCHITECTURE - PLANNING CABINET EQUIPMENT MENG SLIPFRTER ALUM. ALLOY 6063 -T6 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR -1/2" O.D. 6'-9" RADIUS 1/2" BNC LOCKBOLT EQUAL) KEYED FOR CX -1 WITH 2 KEYS. GR. 18 -8 S.S. WASHINGTON 98121 ^206 448 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. 2108 WESTERN AVENUE-SEATTLE -9640 3. WELDED SEAM CONSTRUCTION. TITLE 4. DOOR WITH CONCEALED HINGES (LEFT SIDE). 5. INTERIOR - WHITE BAKED -ON ENAMEL R E N T O N SCHOOL DISTRICT 6. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING. TALBOT HILL 7. BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES. ELEMENTARY SCHOOL 8. 4 -112 "x16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. 9, 4 -1/4" TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES. FRONT VIEW SIDE VIEW 4 -1/2 "x16° GALVANIZED CONDUIT ENTR. AREA ANCHOR BOLTS - - -- 2T c a c SIZE TO TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW PLAN VIEW TYPICAL LIGHTING UNDERGROUND SYSTEM AND CABINET FOUNDATION SCALE: NONE SIZE AS REQUIRED 2" N.P.S. 0.188 WALL BRACKET SLIPFRTER ALUM. ALLOY 6063 -T6 5' -9" RADIUS OR -1/2" O.D. 6'-9" RADIUS 1/2" BNC LOCKBOLT GR. 18 -8 S.S. FLUSH JOINT INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50' F OR ABOVE. TERMINAL A PANEL SCHEDULE •" ` SUFFIXED PREFIXED BLOCK B B [� 2 70 4' O.D. 8 C I I OVERHANG CITY PUGET POWER HANDHOLE 4 "x6° I OWNED OWNED B A CIRCUIT BREAKER RATING LOAD DESCRIPTION OPENING W /COVER & S.S. SCREWS 'SL' UTILITY MAIN 100A MAIN DISCONNECT MOUNTING PLUG (GET) GROUND LUG HEIGHT 15' ( ) ( INSIDE POLE 1 20A 1200W LUMINAIRES B A STREET BASE FLANGE ALLOY + 356 -T6 WITH BOLT 4F D B B LIGHTING 2 20A SW PHOTO CELL COVERS & S.S. SCREWS TRAFFIC N H• CONTACTORS 1-6- A CIRCUIT WIRES TO LIGHTING RUNS 3 20A 18OW RECEPTACLE 4 15A 100W CROSSWALK FLASHER I PHOTO -CELL WIRING COLOR CODE TO GROUND MOUNTED ON ROD I NEAREST A WHITE JACKET (NEUTRAL) LUMINAIRE B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUIND) STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT SCALE: NONE 2 AI L132 a1 R•.I DECAL: REFLECTORIZED GOTHIC GOLD OR WHITE LEGEND ON BLACK BACKGROUND PLAN VIEW DECAL NUMBERING SYSTEM TRENCH LOCATION J u TYPICAL STREET CROSS SECTION LIGHT BASE AND JUNCTION BOX LOCATIONS SCALE: NONE 3 PROJECT NUMBER 95121 STAMPS �. waA `vPN�oF s SFZ r =s FSS /ONAL ECG EXPIRES 08 -06 -97 DWG JG5 CHK DJE REV PERMIT SUBMITTAL 4 1Iro /9l REISSUE FOR PERMIT 5/14/cl CONTENTS STREET LIGHTING DETAILS awnh"A"mm DIV A11=1 }�R aarici i.. gal elf �91 By_ f SHEET r4b231903 ST -E112 C C) , T- 2 l -� C , 24XI y rr W