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HomeMy WebLinkAboutzT-3195SetO, kn CIN cis - 1 � a Q � o Z � I L-1 NW 1/4, NW 1/4, SEC. 14, TWR 23 N., RGE. 5 E., W.M. 00 4 EGE D 27 ' 25 P; I i � 1 I TYPE M -C -III H.P.S. LUMINAIRE, ARM I I I $ AND ALUMINUM DAVIT STYLE POLE 4 I + I 26 Z CONCRETE PAD LIGHT BASE AND I I I TYPE 1 JUNCTION BOX 2 8 -- -- 1 ' Cr_ = Q -- - - - - - - PVC CONDUIT (SEE WIRING SCHEDULE) --� E. 2ND CT. cr- Z ® TYPE 1 JUNCTION BOX :2)� :D + WIRE NOTE \ I I I CONSTRUCTION NOTE TR. D � 1 1 x/23 SCALE: 1 = 40 `�__ 2 + 1 � 0 20 40 80 I I 30 ' + � , I I , CONSTRUCTION NOTES I I i t I i I a I I TR. C PLO ° INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND 22 I I I I I LUMINAIRE PER POLE SCHEDULE. + I 1 I I 4 p o ( I r I 2 31 I NS TA LL TYP E 1 JUNCTION BOX WITH CONCRETE PAD. 2 I :3 21 I I I .� I + , w. N.-I TR. . B m #887258 1W 31663 I .. oil 4 *411 I TRACT I• 2 N.E. 2ND As 2 10 + 1 A + � I I + + I I I o I ? 9 1 I I I 12 I I 32 I I I I 20 1 1 I + I I —4- ELI i i I I I S ITQ I I I I I 1 I I W1 � t I 3 g I I I I �� I + 1 13 CZ ; + I ; W r I , , 33 , I I I I I I W VJ 2 i 19 °c 7 m I 4 I W I 14 I I 34 cr 6 I I I I I 1 17 + I I I ` W I 5 16 W I 35 I TRACT H � lit 1 1 1 1 2 1 I 1 I 1 1 \ 1 �-- ---- -- 9 le — _ dMM low NPAE 2NAD .00e roti _ v _ - 4 — 0 40 3? 41 39 39 38 1 � 1 1 1 1 1 71 amp I 1 1 1 I I LUMINAIRE SCHEDULE LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) 1 4597B B BREMERTON AVE. N.E. 16 +80 2 2.5r RT. 100 89 25 2 4599B B BREMERTON AVE. N.E. 18 +68 22.5 RTJ 100 8 25' 3 46016 B N.E. 2ND ST. 8 +90 26.5' LT. 100 12' 25' 4 4603B B N.E. 2ND ST. 10 +58 22.5 0 LT. 100 8' 25' 5 4605B A N.E. 2ND ST. 12 +44 22.5 LT. 100 8' 25' 6 4607B A N.E. 2ND ST. 14 +16 22.5' LT. 100 8' 25' 7 4609B A CHELAN AVE. N.E. 0 +46 22.5 RT. 100 8 25' 8 4611B A CHELAN AVE. N.E. 1+92 22.5' RT. 100 8' 25' 9 4613B A CHELAN CT. N.E. 0 +42 22.5' RT. 100 8' 25' 10 45986 A CHELAN CT. N.E. 1+77 22.5' LT. 100 8' 25' 11 4600B A CHELAN CT. N.E. 3 +45 22.5 LT. 100 1 25' 12 46156 A CHELAN CT. N.E. 4 +96 22.5' RT. 100 8' 25' 13 4618B A N.E. 2ND CT. 6 +51 22.5' LT. 100 8' 25' 14 4635B A N.E. 2ND PL. 0+75 22.5' LT. 100 8' 25' 15 4602B A DUVALL AVE. N.E. 10 +88 22.5' LT. 100 8' 25' 16 4604B A DUVALL AVE. N.E. 12 +59 31.5' LT. 100 14' 25' 17 4620B A DUVALL AVE. N.E. 14 +48 31.5 LT. 100 14' 25' 18 46228 A DUVALL AVE. N.E. 16 +43 31.5' LT. 100 14' 25' 191 4624B A DUVALL AVE. N.E. 18 +12 31.5' LT. 100 14' 25' WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS RUN SIZE NOTES 1 1.5" PVC (SCHEDULE 40) 2-- #6, 1 -#6 GREEN 2 1.5 PVC SCHEDULE 80), 2 -#6, 1 -#6 GREEN T 31005421 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RENTON STANDARDS COMPRISED OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, THE REFERENCED WSDOT STANDARD PLANS, THE CITY OF RENTON STANDARD PLANS, THE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS AND THESE PLANS. 2. REFER TO CORE DESIGN INC. PLANS FOR NEW CURB, GUTTER, SIDEWALK, CHANNELIZATION, UTILITIES AND ROAD WIDENING INPROVEMENTS. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. INSTALL ALL ILLUMINATION MATERIALS SHOWN ON THESE PLANS. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY. 5. ALL WORK SHALL BE CONSISTENT WITH AFFECTED UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH UTILITIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTLITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND COORDINATE THE DATE AND TIME OF WORK FOR INSPECTION PURPOSES 48 HOURS BEFORE COMMENCING WORK. 8. SALVAGED MATERIALS SHALL REMAIN THE PROPERTY OF THE CITY OF RENTON AND BE DELIVERED BY THE CONTRACTOR TO THE CITY SHOP. H. h � ,eels c �, err. E �a •gyros "1 TRANSPORTATION PLANNING do ENGINEERING, INC. 2223 112TH AVE NE, SUITE 101, BELLEVUE WA 98004 (425)455 -5320 ,D APR ! I • 9 a kn :i'1 S cry a o � o C) I � a CN *As N 0 ,M g POLE ID. NO. CIRCUIT NO. x OFFSET (FEET) Z MAST ARM (FEET) MOUNTING HGT. (FT.) 20 4617B B N.E. 1ST ST. 6 +00 22.5' RT. 100 8' 25 ZD Z B = O 100 J W � Q 22 cr— Z N.E. 1ST ST. 9 +03 22.5 LT. 100 8' 25' 23 a L 3 c • oil o a 1' 21' I e oil NW I/4. NW I/4. SEC. N. TWP- 23 N., RGE. 5 E.. W.M. t A 5' � 25 i i i 41 i QI %-41 I V � 3 N6 I LUMINAIRE SCHEDULE LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) 20 4617B B N.E. 1ST ST. 6 +00 22.5' RT. 100 8' 25 21 4606B B N.E. 1ST ST. 7 +65 22.5 LT. 100 8 25' 22 4608B B N.E. 1ST ST. 9 +03 22.5 LT. 100 8' 25' 23 4610B B N.E. 1ST ST. 10 +71 22.5' LT. 100 8' 25' 24 4612B B BREMERTON AVE. N.E. 12 +11 22.5' LT. 100 8' 25' 25 46148 B BREMERTON AVE. N.E. 13 +62 22.5 LT. 100 8' 25' 26 46198 B BREMERTON AVE. N.E. 15 +07 22.5 RT. 100 8' 25' 27 4616B B N.E. 1ST CT. 0 +76 22.5' RT. 100 8' 25' 28 4621B B N.E. 1ST CT. 2 +56 22.5' LT. 100 8' 25' 29 4623B B N.E. 1ST CT. 4 +36 22.5' LT. 100 8' 25' 30 4625B D DUVALL AVE. N.E. 2 +54 22.5' RT. 100 8' 25' 31 46278 D DUVALL AVE. N.E. 4 +34 22.5' RT. 100 8' 25' 32 46298 D DUVALL AVE. N.E. 6 +14 22.5' RT. 100 8' 25' 33 4631B D DUVALL AVE. N.E. 7 +94 22.5' RT. 100 8' 25' 34 4633B A DUVALL AVE. N.E. 9 +50 22.5' RT. 100 8' 25' WIRING SCHEDULE CONDUIT RUN CONDUIT SIZE CONDUCTORS NOTES 1 1.5" PVC (SCHEDULE 40) 2 - #6, 1 -#6 GREEN 2 1.5" PVC (SCHEDULE 80) 2--#6, 1 -#6 GREEN 3 1.5 pp PVC (SCHEDULE 80) 4 -#61 1 -#6 GREEN 4 2 PVC SCHEDULE 40 6 -#6, 1 -#6 GREEN 5 2 to PVC SCHEDULE 40 8 -#6, 3 - #14 1 -#6 GREEN PHOTOCELL 6 1.5 PVC SCHEDULE 40 2 - #6, 3 - #14 1 -#6 GREEN PHOTOCELL Tqm 3100v502 ` CONSTRUCTION NOTE I )91 11 6 O `, 1 CONSTRUCTION NOTES SCALE: 1" = 40' ' INSTALL I 9 0 CONCRETE FOUNDATION, LIGHT STANDARD AND 0 20 40 so I LUMINAIRE PER POLE SCHEDULE. 2 INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. 1 i I 3 INSTALL FOUNDATION AND ELECTRICAL SERVICE CABINET Tal N8879Z8 "w 1 I 91 # 0087 AT DUVALL AVE. N.E. APPROX. STA 8 +04, 23' RT. Lai --- �. --�- -- -- _ COIL 3 OF 2 —#6 CONDUCTOR FOR FUTURE CIRCUIT C. ------- --- - -- - --. `�" 25 125 COORDINATE WITH PSE FOR SERVICE CONNECTION. Ohl /2\ ir— _ I 2 4 COIL 5 OF 2 - #6 CONDUCTORS FOR FUTURE CIRCUIT C. 1 1J ---- .� 1 r I I i I I C CL :W N 22'42OW _ -, % 92 TRACT M 2 o I 1 TRACT I ! 1 Z 0 � I rv. -aiir • 0 s ROLL 1 9�� 94 1 9,5 avow 404 1 j 1 / h tM /S TRANSPORTATION PLANNING do ENGINEERING, INC. 2223 112TH AVE NE, SUITE 101, BELLEVUE WA 98004 (425)455 -5320 C r*3,. T= ?/V re z m ss 1 E L O. �o 4 s r r M i J Q = Z cn J (D w � � Q ZD z J min L., ._. R/W LINE SIDEWALK CURB C ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 25' 30' �o c) 40' SL a a Q � � . � Q U r � w 0.188 1 0.219 1 0.219 6 �v �E 4 mE 7 `. E c -- or, I c a' 8 O 0 a� min L., ._. R/W LINE SIDEWALK CURB C ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW H 25' 30' 35' 40' SL 18--3 23'- r 28 --3 33'-Y T 0.188 0.188 1 0.219 1 0.219 TAPERED ALUM. POLE 'T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH HANDHOLE 4 "x6" OPENING W /COVER & S.S. SCREWS. GROUND LUG INSIDE POLE 1'--6" 1 2„ 2' TO 4' OVERHANG 'H' STREET LIGHT —r CONDUIT TRENCH DEPTH 24" ALTERNATE STREET CROSS SECTION 1 DATE a 2" N.P.S. SLIPFITTER 0 0 m ' SL' " SINGLE OR DOUBLE MAST ARM AS REQUIRED Z 0 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR WITH LOCKNUT FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES MEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST AR--M WIRING DETAIL STRAIN RELIEF DETAIL ADOPTED cer or �� Standard plans I.4T DATE: 10/30/96 DWG. NAME: JR -OS SP PAGE: J008 MOUNTING HEIGHT 15 FEET OVERHANG 'H' 3' -6" 'SL' FACE OF CUIOLE B TO CENTER OF PLANTER STRIP R/W SIDEWALK STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION LIGHT BASE AND JUNCTION BOX LOCATIONS ADOPTED CITY Of RZMN ♦ Standard plans LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: JO 14 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 500E OR ABOVE. + NUMBERING EXAMPLES e e P 2 SIS�t 3 rC1 6 4 7 8 LETTER LETTER g 0 m ' SL' " SINGLE OR DOUBLE MAST ARM AS REQUIRED Z 0 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR WITH LOCKNUT FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES MEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST AR--M WIRING DETAIL STRAIN RELIEF DETAIL ADOPTED cer or �� Standard plans I.4T DATE: 10/30/96 DWG. NAME: JR -OS SP PAGE: J008 MOUNTING HEIGHT 15 FEET OVERHANG 'H' 3' -6" 'SL' FACE OF CUIOLE B TO CENTER OF PLANTER STRIP R/W SIDEWALK STREET LIGHT CONDUIT TRENCH DEPTH 24" TYPICAL STREET LIGHT FOUNDATION LOCATION LIGHT BASE AND JUNCTION BOX LOCATIONS ADOPTED CITY Of RZMN ♦ Standard plans LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: JO 14 INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 500E OR ABOVE. + NUMBERING EXAMPLES CURB 45" TRAFFIC FLOW , PLAN VIEW DECAL: RELECTORIZED " -2'r _ " GOTHIC GOLD 2 2 3 OR WHITE LEGEND ON BLACK BACKGROUND 4 I—No ow— FtOLL I9 ►� 1V1 STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED Standard plans LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J009 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GR . 18-8 S.S. FLUSH JOINT 4-1/2" O.D. f TAPERED ALUM. POLE 0.188 WALL ALLOY 6063-T6 SATIN GROUND FINISH SIZE AS REQUIRED -,� 8" -1 /2" 2" N.P.S. s,0. D. SLI P FI TTER 5' -9" RADIUS zo -3" SHAFT -20 25' -0" 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" 0. D. BASE FLANGE ALLOY 356 --T6 WITH f- GROUND UG BOLT COVERS & S.S. SCREWS 1 P --.I 10-11 -1 /4" SQ. 11" TO 12" DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS 4" � STANDARD 25 FOOT DAVIT POLE ADOPTED Crff O!r REMN Standard plans LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3 -0 � 1 -6 � � MIN. 1 • Ow FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD .� 1.6 3'- 0" —� 4" .. T FRONT VIEW 1" -30-0" 1 SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 4'-0" " 10 3'- 0 ----.94 4 • WS T FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS F I;t 5, 1. .9.: ADOPTED arr or grow 41) Standard plena LST DATE: 11/7/96 DWG. NAME: JR -3611 SP PAGE: J015 319503 I • P 2 5 3 rC1 6 4 7 8 LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED CURB 45" TRAFFIC FLOW , PLAN VIEW DECAL: RELECTORIZED " -2'r _ " GOTHIC GOLD 2 2 3 OR WHITE LEGEND ON BLACK BACKGROUND 4 I—No ow— FtOLL I9 ►� 1V1 STREET LIGHT STANDARD DECAL NUMBERING SYSTEM ADOPTED Standard plans LST DATE: 12/96 DWG. NAME: JR -09A SP PAGE: J009 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GR . 18-8 S.S. FLUSH JOINT 4-1/2" O.D. f TAPERED ALUM. POLE 0.188 WALL ALLOY 6063-T6 SATIN GROUND FINISH SIZE AS REQUIRED -,� 8" -1 /2" 2" N.P.S. s,0. D. SLI P FI TTER 5' -9" RADIUS zo -3" SHAFT -20 25' -0" 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" 0. D. BASE FLANGE ALLOY 356 --T6 WITH f- GROUND UG BOLT COVERS & S.S. SCREWS 1 P --.I 10-11 -1 /4" SQ. 11" TO 12" DIA. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4' NUTS AND WASHERS 4" � STANDARD 25 FOOT DAVIT POLE ADOPTED Crff O!r REMN Standard plans LST DATE: 10/30/96 DWG. NAME: JR -01 SP PAGE: J002 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 7' -0" VARIABLE 3 -0 � 1 -6 � � MIN. 1 • Ow FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD .� 1.6 3'- 0" —� 4" .. T FRONT VIEW 1" -30-0" 1 SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD 4'-0" " 10 3'- 0 ----.94 4 • WS T FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS F I;t 5, 1. .9.: ADOPTED arr or grow 41) Standard plena LST DATE: 11/7/96 DWG. NAME: JR -3611 SP PAGE: J015 319503 I • a 4 s� a Q KITS - S.E.C. OR EQUAL t jj TYPICAL DESIGN "B„ p JUNCTION BOX 1/4" MINIMUM SPLICE KIT SPLICE KITS GROUND LUG DRAIN HOLE -=..I 0 :z LEAR K S ON ALLYTHRUCE 2" MIN. GROUT W F- WIRE RUNS UNDER POLE VrOF OUNDATION TO TE C� Q 4" T BASE Z CONCRETE E LEVEL WITH PAD OP OF SIDEWALK 5 R C URB. ►. ZD 1II� Fill =111= DIAMETER -- 7/8 -j #8 BARE =1111= I 111 11111111101 om COPPER �1= 1II =1= T11 ,� rr GROUND VYIRE 1 ITEM P OX d- �t EPDXY FILL Lid Support LIGHTING & JUNCTION BOX Box Outside length 22 M22w 33Box Reinforcement Outside Width 17 All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 Type 2 22 1/2" • Box Inside Length 18 19 28 ��■= . or r 17 IM Lid Length 1810 18 26 1 2 50. C.H. 2P 100 AMP MAIN (BAB2100) Boxes shall be 28% minimum of overall thickness. 7 13 17 Box Depth 12 12 a INLINE SPLICE Lid support members shall be welded to the frame. ID ID o i o ° 5 16 5 16 5/16 Wall Thickness Min. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded fabric to the frame. 4 '00V ' a p p v 1 1 2 N Mlire Reinforcement W-3 wire welded N 0v o o 4 ° v ►v 53. C.H. 1P 20 AMP BREAKER (BAB1020) Le end I See Detail See Detail When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep -A°4 ° vo o 4 i d 54. C.H. 1'P 15 AMP BREAKER (BAB1015) EPDXY FILL extension boxes. o z When noted in the contract. Type 2 Boxes shall be provided with a 10 X 27 1/2* 10 " o PLAN VIEW 0 vp 0 F 3 WAPh 1, wn, I gage divider plate complete with fasteners. eo d 5 56. HUBBELL SWITCH (CS1201-1) FUSE KITS '• . Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20 Load Test. ► o o o ti p o 0 0 0 • A D 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) QUICK DISCONNECT ► by o v ov ► O �J 10 AMP IN LINE FUSE TO LUMINAIRE WYE SPLICE JUNCTION BOX DIMENSION TABLE Q KITS - S.E.C. OR EQUAL t jj TYPICAL DESIGN "B„ p JUNCTION BOX 1/4" MINIMUM SPLICE KIT SPLICE KITS GROUND LUG DRAIN HOLE -=..I 0 :z LEAR K S ON ALLYTHRUCE 2" MIN. GROUT W F- WIRE RUNS UNDER POLE VrOF OUNDATION TO TE C� Q 4" T BASE Z CONCRETE E LEVEL WITH PAD OP OF SIDEWALK 5 R C URB. ►. ZD 1II� Fill =111= DIAMETER -- 7/8 -j #8 BARE =1111= I 111 11111111101 om COPPER �1= 1II =1= T11 ,� rr GROUND VYIRE 1 I I STREET LIGHT POLE JUNCTION BOX Ll 1' PLAN NEW SIDE VIEW v b v v° b o 4" DEEP � °O• a °b = 0 0 bb O o v vO A e e e 4 -7 /g b °v0 0 1 - #8 GREEN GROUND �v„TION VIEW o e e k 1, CLAMP r LOAD LINE 4 FUSE 2- (SIZED AS REQ'D) PVC CONDUIT 1/4 1 /4 e LIGHTING SYSTEM SYSTEM 1/8 © 1/8 WIRES TO CONTACTOR CONCRETE e 5 /8 "x8' FOUNDATION II 3" SO. I CUTTING RINGS •j ° ham- - a-' C PP R ITEM ITEM P OX TYPE 1 TYPE 2 Diamond Plate Steel - A786 Lid Support 1 Thick Steel L a T. - A36 Box Outside length 22 M22w 33Box Reinforcement Outside Width 17 22 1/2" � Box Inside Length 18 19 28 ��■= Box Inside Width 13 14w 17 IM Lid Length 1810 18 26 1 2 50. C.H. 2P 100 AMP MAIN (BAB2100) Lid Width 13 13 17 Box Depth 12 12 a 12 Lid do Frame Depth 5 16 5 16 5/16 Wall Thickness Min. 1 1/2* 1 1/2n 1 1 2 N Mlire Reinforcement W-3 W-2.5 W-2.5 53. C.H. 1P 20 AMP BREAKER (BAB1020) Le end I See Detail See Detail ISee Detail I I STREET LIGHT POLE JUNCTION BOX Ll 1' PLAN NEW SIDE VIEW v b v v° b o 4" DEEP � °O• a °b = 0 0 bb O o v vO A e e e 4 -7 /g b °v0 0 1 - #8 GREEN GROUND �v„TION VIEW o e e k 1, CLAMP r LOAD LINE 4 FUSE 2- (SIZED AS REQ'D) PVC CONDUIT 1/4 1 /4 e LIGHTING SYSTEM SYSTEM 1/8 © 1/8 WIRES TO CONTACTOR CONCRETE e 5 /8 "x8' FOUNDATION II 3" SO. I CUTTING RINGS •j ° ham- - a-' C PP R ITEM MATERIALS P OX 6000 PSI concrete See Notes rame Diamond Plate Steel - A786 Lid Support 1 Thick Steel L a T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel °vD ex ION comw 6 GRAVEL INDIVIDUAL JUNCTION BOX GROUND ROD DIA. a o v o 0 0 o v o •' ° GALVANIZED STEEL o Tau ,UNCTION Box INSTALLATION DETAILS o m •C' D v c Q o E FUSE KIT o e ° b oe °a NOTE: CLASS 'B' CONCRETE E Q LEGEND DETAIL (M� L) -� I� -'"�; W m TYPE Y Box Z p TO BE USED IN Li TYPICAL SIGNALS o TYPE 'Ir sox e i pe0 CONSTRUCTION OF PAD w a' LIGHTING FUSE KIT &SPLICE KIT DETAILS LIGHTING �"" c� C TS -LT 8s DETAIL PLAN SYMBOLS d J o D 4 0 UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o o D b e i SYSTEM ADOPTED 1 CONCRETE PAD DETAILS a-'o E ♦ CrrY OF P42MN JUNCTION BOX DETAILS o b o ba' v a' b E ADOPTED Smdard p� Lff DATE: 11/5/96 -Form Letters with 1 /e" Wald ADOPTED 1 •c ` . CITY OR 1tENT°N Bead. Grind off Diomond \ ADOPTED 48 oil C * cater of RENTON PLAN VIEW e 0 v Standard Pis Pattern before forming DWG. NAME: JR -12 SP PAGE: 01 letters. Standard plans J 3 Standard plans a. LIST DAre:1 2/96 ILJuMINATI,4N SYSTEM LEGEND LST DATE: 1 1 8 9 K / LST DATE: 10/30/96 REVISION BY pR DWG. NAME: JR -06 SP PAGE: JOO7 DATE REVISION Y PR DATE REVISION Y PPR OWG. NAME: JR -36 SP PAGE: J016 DAB REVISION Y PPR DWG. NAME: JR -07 SP PAGE: J008 o � 3)9S OA METER TO gq� PHOTO CELL N � ��� MAIN 15A r 9 TEST �Z SWITCH 50A 20A SIGNAL LIGHTING A 20A 20A LIGHTING D LIGHTING B Q_ one e w BREAKER SCHEDULE «. SEIrYNCE VOLTAGE- 20 • r 20n NOTES: 2%LAMP CONNECTION: LOCATION r �..• � � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL ``•' • ' ��■= -gym 49. 225 AMP COPPER BUSSING 18 PLCS PANNE •►• • IM 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 50. C.H. 2P 100 AMP MAIN (BAB2100) __� ■� C.H. 2P 20 AMP BREAKER (BAB2020.) 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER O51. w 52. C.H. 1P 50 AMP BREAKER (BAB1050) N 53. C.H. 1P 20 AMP BREAKER (BAB1020) m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 54. C.H. 1'P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) WAPh 1, wn, I GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) 56. HUBBELL SWITCH (CS1201-1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 58. SQUARE D LIGHTING CONTACTOR (981 ODPA32VO2UI) 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: ���� ■`fie ■ ■ ■�� 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY • • ' 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER s� so (981 ODPA32 V02UI ) KS A BUS a TC)TAL LOAD COMMOM 11040 76W 18720 VIA VIA VA ,, LOCATION TOP FEED SOUR FEEDER CE- .0 PHASING swGLE 51 61. SOUTHCO S.S. HINGE (F6-3-1) e w «. � 20n NOTES: p . NOTES: � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 49. 225 AMP COPPER BUSSING 18 PLCS PANNE 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 50. C.H. 2P 100 AMP MAIN (BAB2100) C.H. 2P 20 AMP BREAKER (BAB2020.) 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER O51. w 52. C.H. 1P 50 AMP BREAKER (BAB1050) N 53. C.H. 1P 20 AMP BREAKER (BAB1020) m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 54. C.H. 1'P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) 56. HUBBELL SWITCH (CS1201-1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 58. SQUARE D LIGHTING CONTACTOR (981 ODPA32VO2UI) 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: e w «. � 20n NOTES: p . � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 1 53. C.H. 1P 20 AMP BREAKER (BAB1020) GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) o 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY • • ' 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER s� so (981 ODPA32 V02UI ) 51 61. SOUTHCO S.S. HINGE (F6-3-1) 51 ^DOOR e 0 61. SOUTHCO DOOR S.S. HINGE (F6- -3--1) © 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.252" GASKET CONTRACTOR IS RESPONSIBLE c TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 o 51 64. STAINLESS STEEL HANDLE 0- --�- �' 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 21 16 49 66. SQUARE D TERMINAL BLOCK A� Am 67. SQUARE D END CAP JOB NAME: CITY OF RENTON 70. 1 "X.25" GASKET DISTRIBUTION: o 0 10• 4. CONTRACTOR: IL • S7 O 8• PURCHASE ORDER: 1.00 • ' 11 ' • MATERIAL. 0 TYP 2.00 MATERIAL: .125 5052 -H32 ALUM. ❑�p COATING TYPE: •.75x1.25 TYP COATING TYPE: 1 DRAWN BY: MEKKI AL -AZADI g' TYP 1600 DRAWN BY: INEKKI AL -AZADI HARDWARE: QUANTITY: HARDWARE: QUANTITY: • 0 0 58 o FINISH: FI . 0 13. IWSH. MILL COLOR: COLOR: • • DATE: OCT 24 200 PAGE: OF: PATE: •O�C1 24 2002 PAGE: OF: 41 ROLL 1 �9�� it 0 • w «. . 00 :. p . 0 61. SOUTHCO DOOR S.S. HINGE (F6- -3--1) © 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.252" GASKET CONTRACTOR IS RESPONSIBLE c TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 o 51 64. STAINLESS STEEL HANDLE 0- --�- �' 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 21 16 49 66. SQUARE D TERMINAL BLOCK A� Am 67. SQUARE D END CAP JOB NAME: CITY OF RENTON 70. 1 "X.25" GASKET DISTRIBUTION: o 0 10• 4. CONTRACTOR: IL • S7 O 8• PURCHASE ORDER: 1.00 • ' 11 ' • MATERIAL. 0 TYP 2.00 MATERIAL: .125 5052 -H32 ALUM. ❑�p COATING TYPE: •.75x1.25 TYP COATING TYPE: 1 DRAWN BY: MEKKI AL -AZADI g' TYP 1600 DRAWN BY: INEKKI AL -AZADI HARDWARE: QUANTITY: HARDWARE: QUANTITY: • 0 0 58 o FINISH: FI . 0 13. IWSH. MILL COLOR: COLOR: • • DATE: OCT 24 200 PAGE: OF: PATE: •O�C1 24 2002 PAGE: OF: 41 ROLL 1 �9�� it 0 •