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HomeMy WebLinkAboutzT-2319SetLEGENDS SERVICE CABINET ® JUNCTION BOX ALUMINUM DAVIT STYLE LIGHT STANDARD WITH HP SODIUM VAPOR /LUMINAIR & LAMP - 25' & 35' MOUNTING HEIGHT LUMINAIRE TO BE M - C - III DISTRIBUTION FIAT LENS - GE M250A2 WITH CUTOFF OPTICS. REFER TO LUMINAIRE SCHEDULE FOR LAMP WATTAGE. CONDUIT CONCRETE PAD z J E- r i ° W ° NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STANDARD SPECIFICATIONS AND THESE PLANS. UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCTION ENGINEERING STA 2 +17 31' RT 0 _ cl-) z PROJECT NUMBER DIVISION AT 277 -5570 FOR INSPECTION PURPOSES TWENTY -FOUR (24) HOURS POLES #5 R 2/ C` N TE 2 3. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS, EXCEPT BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN ♦ 31' RT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE EXAMINED BY THE ENGINEER. #5218C POLE #4 J GRADE OR QUALITY, EXCEPT AS NOTED. 8. EXISTING STREET LIGHT FIXTURE AND LIGHTED CROSSWALK SIGN. DISCONNECT AND lM - xMJ) N/ CE(- T F^RUST ROCr: I n O 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON REMOVE OVERHEAD POWER CIRCUIT BACK TO SOURCE POLE. RECIRCUIT FIXTURE TO STA 0 +82 31' RT O FOR MATERIAL APPROVAL AT THE EARLIEST POSSIBLE DATE. NEW UNDERGROUND STREET LIGHTING CIRCUIT. MAKE ALL CONNECTIONS REQUIRED Q ~ FOR COMPLETE OPERATION. . ". .......... '. ._:- .+cfiFr+v ".., .... U 5. ALL WORK SHALL BE CONSISTANT WITH AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES FORTY EIGHT (48) HOURS VALVE (FI xM 1) W/ NON li BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH THE SHEET Ij ry z ^, _ UTILITIES THROUGHOUT THE PROJECT. 2 " ;ATE , _, E C) Q T -..31 J Z = Ow O MATCHLINE O:�i z =w wZ cnw I Q LEGENDS SERVICE CABINET ® JUNCTION BOX ALUMINUM DAVIT STYLE LIGHT STANDARD WITH HP SODIUM VAPOR /LUMINAIR & LAMP - 25' & 35' MOUNTING HEIGHT LUMINAIRE TO BE M - C - III DISTRIBUTION FIAT LENS - GE M250A2 WITH CUTOFF OPTICS. REFER TO LUMINAIRE SCHEDULE FOR LAMP WATTAGE. CONDUIT CONCRETE PAD z J E- r i SANITARY Ivies STA 2 +17 31' RT 0 _ cl-) z PROJECT NUMBER I.I. WATER o POLES #5 R 2/ C` N TE 2 rn SEE DETAIL B - SHEET w n, O m 31' RT /Os EXISTING FIXTURE oo RD. #5218C POLE #4 e_C604 FOR CONNECTION C3 lM - xMJ) N/ CE(- T F^RUST ROCr: I n �.� TALBOT S. 0.00 EX THI� 2 S. 23RD ST. 0.00 s STA 0 +82 31' RT PLUG EXIST. TEE CO �' c 1N89'58'43 "�W Q r . ". .......... '. ._:- .+cfiFr+v ".., .... W 8» PLUG +% O o +- �o o.. 00 3 U Q � Z as U W a: �a co E �N C a� a� I o �i OM u Ni'yy� I ��b 0 5800 X91.68 2 BLOCK AS REQD- CA ES . ri3 A J. RIM EL. TO I CB 37 = DATUM DINT Is - #5219F POLE #3 STA 0+17 34' LT _4_ Q 4 7 CB 5 / SEE NOTE 8 I EXIST. EASEMENT- TO BE VACATED 0 30' 60 90' l / � " L1 N.0 PRAyi. . • 138.5'-QOX �Ja /REM OVE S' Ex WM. j�i� ESMT 1 •ga�, �7? f & VALVES/ /IJXN 1 CONC L_LISTI�L ^ ^r 58._ MENG ASSOCIATES ^ ARCHITECTURE - PLANNING MENG TITLE ENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL T 23 N., R_ 5 E_y W_M � r i 8" - EXIST_ �IRUE P.O.B. # 5216C -HP[ cT RL PROJECT NUMBER I.I. WATER o POLES #5 �I `' '2(- A 95121 9. 31' RT A� I PLAN Nc'i 1 /G' B1 ND TIT II INS- 1 -9 12- BEND NORTH lM - xMJ) N/ CE(- T F^RUST ROCr: I n �.� STAMPS H SC 1, 4 1 Of I VV pf MA <t6 h r o. . ". .......... '. ._:- .+cfiFr+v ".., .... I IM xFL) & G CATT VALVE (FI xM 1) W/ NON li THRUST BLOC I ' SHEET fG +0 RT 0± , 2 " ;ATE , _, E C TQ° 5 800 eas N INST. 1 -8 "x6» TEE (MJxFL)— EXPIRES 08 -06 -97 1 -6» GATE VALVE FLxMJI 1 -HYD. ASSY. W/ CONC, EXIST. 81' )-8 5 + THRI1ST RI SCK 1 -8" P G I D.I. WATER BLOCK A R REMOVE AND/ DWG JC75 • OR ABANDON CHK DJE AS REQD. REV PERMIT SUBMITTAL 4/16/9-T l� REISSUE FOR PERMIT 5/14/91 • Xb' s RT. I If (mil) 1 1 L==_,,/ fi�> cT 1 xo' LEE (MJxF_; EX� N . EASF1ENjT it 6 '_1/ E .,i i I) T. BE Fri i H, fru 1 'IV CON C. THRUST p;K �� f ' I 13 4 lb #5221F POLE #2 J. STA 2 +45 28' LTA 7�' v� y .y l / _�'S / `� ,E !� \ i \� r'� /�" / ��i� // I/ !i 1 =2/?• BEND I» NC RUST RL - -0- �o' - / ; N 6 Z8'43" - — ' + �`t�/ .� i17T— 3275 LL) � INST. I 11 , B "E &�5A1 Ac_ (MJxM)) w/ ' c l / / , •. iy. . ss) 3PJ_ STA 3 +33.5 28' LT ST d / HRI!S BLOC!' . NEW UTILITY 8'4„ '1 •� /' /'• / /: �� ,(,/ Ir. TRANSFORMER Pj c- 1 r /; ✓ / �, l � I F� EM V T EXISTING UTILITY RE •ER � ^ HE A„r�i -D _cL� / POWER VAULT J Gq,T,POI,C �ABINE7 T/ , ST-F1 11 F LST _LCC': E R e O / EMG F X�u�R TOR, ?� _n i�� / ME`Er & �� �_I \LTG J ='nP SE 5' ` `28 4 °'W VE ER & 7� AS SHOWN ,LNT ! RECO NE ' Ex REMOVE EX. HYD 1I ASS VAL' <L & �,TTIN ;S 1 (,SALVAGE TO CITY SHOPS) j/ C/ ESM +87. 735 2 5 R 1C'XC6 TEE (V-,\FL) 1: b GATE VALVE (FI xMJ) YD A�� . 'A!! CONC. qq � �EHRUST BLOCK NS T. 6 D CC''d & ) ,AULT, P OV. & -DC C/L ESL', 4 +39.2`` IV, �"SE�ic -r^ � /%, —IRE DEPT. CRIVE—� - /INST. 1-11 1/4' BEND_ T _ _ i�ti��RIJ AhGUND 111 _ META PARTIAL STREET LIGHTING PLAN SCALE: 1" = 30-0" 0 LL z r40-4 / -stiy 1 Ll r i r-•'1 •+5 BEND ° n rl vV T� -HP[ cT RL ESMT 9 770 CONTENTS �I `' '2(- A STREET LIGHTING 9. A� I PLAN Nc'i 1 /G' B1 ND TIT II INS- 1 -9 12- BEND NORTH lM - xMJ) N/ CE(- T F^RUST ROCr: I n �.� 'I 5'= �+ aLj p it I INS '. C 7 6 -EE j . ". .......... '. ._:- .+cfiFr+v ".., .... I IM xFL) & G CATT VALVE (FI xM 1) W/ NON li THRUST BLOC I ' SHEET fG +0 RT 0± , 2 " ;ATE , _, E T -..31 MATCHLINE SEE DWG ST -E111 STmE110 Co; y ®e Flo � POLE LOCATION MH ARM LENGTH LUMINAIRE C.R. POLE ID# 1 STA. 4 +75 28' LT TALBOT ROAD S. W SC THRUST BLOCK e 5223F STA. 2 +45 28' LT i 4' S 1631 C/L ESMT. 1 +80.5 #52231' POLE #1 STA zt 28' y T INST 1 -11 1/4' BEND - 2 TALBOT ROAD S. +75 LT I 'J (MxY,J), 1 -22 1/2° BEND O �Mjx 'A'11 CONC. I j 00 THR ST BLOCK 3 (EXIST) STA. 0 +17 34' LT TALBOT ROAD S. 35' 4' n REFER (TYP.) 1 - GND CU. STA. 0 +82 31' RT IT -E112 �� 4' U) Z = C162R /L ESMT. 2 +25.5 4 Q � 2 - #8 USE CU. FOR CROSSWALK FLASHER z = p� PROPOSED 15 - #8 USE CU. 2 - #8 USE CU. __j O - ED O EASEMENT 4' O: (n 5216C 5 v w w w Q Os 1626 CB J J z 0 3TO' 60' 90' CONTRACTOR CABINET #0012 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS -j = cn L,J Lj O rym J < I� 16 4 T I .50' n o °a ' 735' (Ml 22' (L &C) I a o E ip O O 3a CB 2 O W \a vm: \ �E '3 a , E 5200 '83 Qo �8c' € G' II III i i � �6Y �i I � X _ a a r LUMINAIRE SCHEDULE a I SEE DWG ST -E110 MATCHLINE _ �� 4� CO' - vl, -zn„ - - 1vlJxFvlJj� _ JAI 10'x: IRUST BUCK THRUST BLOCK 4x3 C/L ESMT. 4 +52.25 \ N.01 °4311' E.� 3" \ 1 -10" GAT � _ I (MJ) - J _ _ 216.50' O \ c �4 +0. - -.5' T. I 63 °2120 "E. __— 13.00' \ / __ _ + - - _ _ + N.26 °38 40 "E. �RtQRQSED 15 1 ?7 " >1 "20 E. _ `SMEN-r--- 1,g" DIP `o / 274.50' (6 +43.5 2.51T) INST. 1- 10'x6" TEE (MJxFL) / 1 -6" GATE VALVE (FLxMJ) G, 1 -HYD. ASSY. W/ CONC. - \ / THRUST BLOCK T / S.63 °2120 °E - C/L ESMT. 7 +96.75 119.50 INST, 1 -11 1/4° BEND--j / INST. 1 -90° BEND J / I (MJxMJ) W/ CONC. ; \ (MJxMJ) W/ CONC. % THRUST BLOCK /� \ THRUST BLOCK \ �/ S.88 °36 C/L ESMT 3 +45.0 /LINST. 1- 10 "x6" TEE {MJxi INST. 1 -90° BEND \ 1 -6" GATE VALVE (ELxMJ) \ (MJxMJ) W/ CONC. / 1 -HYD. ASSY. W/ CONC- \ THRUST BLOCK THRUST BLOCK \ / (3 +95 2.5'LT) ' \ \ \ \ cc / 1 l i ii i PARTIAL STREET LIGHTING PLAN SCALE: 1" = 30' —Y' CONDUIT & WIRING SCHEDULE POLE I.D.# POLE LOCATION MH ARM LENGTH LUMINAIRE C.R. POLE ID# 1 STA. 4 +75 28' LT TALBOT ROAD S. 35' 4' 250 WATTS 5223F STA. 2 +45 28' LT 35' 4' 250 WATTS 5221E 2 TALBOT ROAD S. 1 - 8 GND CU.. 3 (EXIST) STA. 0 +17 34' LT TALBOT ROAD S. 35' 4' 250 WATTS 5219F 1 - GND CU. STA. 0 +82 31' RT 25' 4' 150 WATTS 5218C 4 S. 23RD ST. 2 - #8 USE CU. FOR CROSSWALK FLASHER A72 2" PVC - SCH. 40 - #8 USE CU. 2 - #8 USE CU. STA. 5 +06 31' RT 25' 4' 150 WATTS 5216C 5 S. 23RD ST. 2 - #8 USE CU. 2 - #8 USE CU. CONTRACTOR CABINET #0012 - LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS STREET LIGHT POLES; STA 3 +33.5 28' RT. 7-R0 - it /- �d /y I i RUN N0. CONDUIT SCHEDULE COMMENTS 2" PVC - SCH. 80 3 - #2 USE, 1 #8 GND A2" PVC - SCH. 40 2 - #8 USE CU. 27 PVC - SCH. 80 2 - #8 USE CU. A2" PVC - SCH. 40 3 - #12 THHN (PEC) 2 - #8 USE CU. 1 - 8 GND CU.. �� /S\ 2" PVC -SCH. 40 #8 USE CU. 1 - GND CU. 2 - #8 USE CU. ONE UNSWITCHED CIRCUIT 2" PVC -SCH. 40 2 - #8 USE CU. FOR CROSSWALK FLASHER A72 2" PVC - SCH. 40 - #8 USE CU. 2 - #8 USE CU. 1 - #8 GND CU. 8 2" PVC -SCH. 40 2 - #8 USE CU. 2 - #8 USE CU. 3 - #12 THHN CU. I I I k 111 I � T kG.Il,s" I II MENG ASSOCIATES ^ ARCHITECTURE PLANNING MENG 2108 WESTERN AVENUE -SEATTLE WASHINGTON 98121206 448 -9640 TITLE ENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL PROJECT NUMBER 95121 STAMPS SS/ONAI EXPIRES 08 -06 -97 DWG JCsS CHK DJE REV PERMIT SUBMITTAL 4116191 REISSUE FOR PERMIT 5/14/91 CONTENTS STREET LIGHTING PLAN SOUTH B11tYo- lL1�'� SHEET T- 23/90? ST -E111 CO. T- ? ?,9O z 11 4 b N 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 d S 1 I n J 0 L i z La a® w L;j LAJ z Laa z� is Q ° Ji z L� r- L O Nc 16Ew All, I pop I 9 I JL 1 15221F POLE /2 STA 2 +45 28' LT —. STA 3 +33.`'3 28' LT T6iIVe5e i l m l E»sT�+G `[R VAT Ii I I 1 E 1 I X 1 1 I& 1 it 7ft -0r - s�if► G INE COIN SH U BE RESPON56li FOR N(Y DAMAGE TO EauSW UMrg:S, THE COIR°.% S: i I r POLE LOCATION !i! ARM LENGTH LUMINAW C.R. POLE ID1 SEE DWG ST —E110 MENG ASSOCIATES ARCHITECTURE ^ PLANNING s ¢ 2' PVC - SCH. 40 -- Q2- TRW Tam 5 35' a' 250 WATTS 5223E 2 SOL 2a4$ 2ir LT TALBOT am S;. $' {' 250 WATTS 5221F 3 (TTi SOL mm i Sa 05223F POLE #I T. - " -- Y� - 5219E a 2108 WESTERN AVENUE -SEATTLE WASHINGTON 98121.206 448 -9640 1 25' 1 If STA 4+75 T - -- - -. :: •, ;; ` _ _ _ _ 25- TITLE 150 WATTS 52160 0MIT00M 0100 1019:2 - LPL ON SM. SM OF CADW WITH SA'iIIE LETTERM AS snow 1JFAT SIA 3+335 2T' RT.. Q2 g 2' PVC -SCH. 40 - 18 USE CU. 2 - 18 USE CU. 3 - 112 THHN CU. RENTON SCHOOL DISTRICT t ST—El 12 ` �k _ TALBOT HILL �Q !- �� - 7 o,y T. - T ELEMENTARY SCHOOL �.. y• � n ; LAJ Q .. .. '.. x. C' i z ` Ln Lj T� PROJECT NUMBER 95121 STAMPS _ 1 u E Jr La I POLE 10.1 POLE LOCATION !i! ARM LENGTH LUMINAW C.R. POLE ID1 r- SOL 4+75 ZF LT A2 2' PVC - SCH. 40 2 - 18 USE CU. Q2- TRW Tam 5 35' a' 250 WATTS 5223E 2 SOL 2a4$ 2ir LT TALBOT am S;. $' {' 250 WATTS 5221F 3 (TTi SOL mm i Sa SS' 4' 250 WATTS 5219E a ST 1 25' 1 If 150 WATTS 5218C S SIG! SNX 31" RT S. M ST.. 25- a• 150 WATTS 52160 0MIT00M 0100 1019:2 - LPL ON SM. SM OF CADW WITH SA'iIIE LETTERM AS snow 1JFAT SIA 3+335 2T' RT.. ree- sr •srf9 PARTIAL STREET LIGHTING PLAN ®d� SCALE: 1' . 30' -0' CONDUIT S WIRING SCHEDULE RUN NO. CONDUIT SCHEDULE COMMENTS Qj 2' PVC - SCH. 80 3 - 12 USE, 118 GND A2 2' PVC - SCH. 40 2 - 18 USE CU. Q2- PVC - SCH. 80 2 - 18 USE CU. 4 QI 2' PVC -SCH. 40 3 - 112 (PEC) 2 - 18 USE SE CU. 1 - J8 GND CU. QS 2' PVC -SCH. 40 2 - 18 USE CU. 1 - A GND CU. 2' PVC -SCH. 40 2 - 18 USE CU. ONE UNSWITCHED CIRCUIT 2 - 18 USE CU. FOR CROSSWALK FLASHER 7 0 scr1. z' PVC — ao 2 - 18 USE CU. z — 18 USE cu. 1 - #8 GND CU. Q2 g 2' PVC -SCH. 40 - 18 USE CU. 2 - 18 USE CU. 3 - 112 THHN CU. r /a/3 ; T- -2 ?1�" S- •�� FSS /pNAI EXPIRES 08 -05 -97 DWG JGS - — CHK DJE REV PERMIT SUBMITTAL 4 116 /9l REISSUE FOR PERMIT 5/14/91 STREET LIGHTING PLAN SOUTH C o� wz� e o 0 7i N � L < �j , ` w x I.l 0 v� mid TA- 2*31 YuS ST=Ell I