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HomeMy WebLinkAboutzT-3274Set:z W CL Z :z 0 o 0 0 LLJ 3 cj,-*-* 0 In LL- c: 00 o•E z U w LJ-J c: U ry c 0 E cn E cylp.,j C' cc rn i D lFlUl tt♦♦t�i Uj f618 z 0 V) aill Of m 0 SJU 0*WX Af 10N ST = SM m+Am Mw"A A�. f L U, G, APPROX 1,0CAHON 5" WAiTRLjNr. PE-, jq C11Y ASBU-11-i's *PPROY 1, ()(' -A '!!ON 2"GAS) LINE PER 5.. A'�011'11LTS 0 Ld • z • 0r 0 3z PORTION S.E. 1/4, N.E. 1/4, SEC., 10, TWP. 23 N., RGE. 5 E.9 W.M. �I l \ N � � � � 10TH ST* . ........... G; R A:i . ... .. . . ....... -7 3 ......... .. .... .... . . .. . ...... 7r 4— 2 2 2 2 CONSTRUCTION NOTES (D ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. 2OSPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION BOX, WIRING SCHEDULE • RUN N0. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2-#6, 1-#8 GREEN MOUNTING HEIGHT 2 2" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN I- 3 EX. 2" PVC 2-#6, 1-#8 GREEN EX. SPARE 100 25' 8' 2 EX. 0093 2 49468 N.F. 10TH ST. 24-36.5 22.5" RT.- 100 M-C-111 25' 8' 2 EX. #0093 jif 49488 N.E. 10TH ST. 4+16.5 22.5' RT. 100 m--c-lII 25' 8' 2 EX. #0093 %------4 49508 N.E. 10TH ST. 5+77.5 22.5' RT.-.4.----wllc0 m---C-III 25' 8' 2 EX. #0093 PlW---', POLE IN,' TR�ANS ell 11w. POLE W/, TRANI), JG. do a ST. LT. R-25.00 A-88*25'26" S to L= 38.58 ......... . - N88*1 8'06"W 4c2 CONSTRUCTION NOTES (D ROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. 2OSPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION BOX, WIRING SCHEDULE • RUN N0. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2-#6, 1-#8 GREEN MOUNTING HEIGHT 2 2" PVC (SCHEDULE 40) 2-#8, 1-#8 GREEN I- 3 EX. 2" PVC 2-#6, 1-#8 GREEN EX. SPARE POLE SCHEDULE i WEDGEvvvuu DI V. IV ................ POLE N0. POLE ID NO. STREET POLE LOCATION POLE OFFSET LAMP WATTAGE DISTRIBUTION MOUNTING HEIGHT MAST ARM CIRCUIT NO. SERVICE I- 4944B N.E. 10TH ST. 0+57.5 22.5' R T. 100 25' 8' 2 EX. 0093 2 49468 N.F. 10TH ST. 24-36.5 22.5" RT.- 100 M-C-111 25' 8' 2 EX. #0093 3 49488 N.E. 10TH ST. 4+16.5 22.5' RT. 100 m--c-lII 25' 8' 2 EX. #0093 %------4 49508 N.E. 10TH ST. 5+77.5 22.5' RT.-.4.----wllc0 m---C-III 25' 8' 2 EX. #0093 N 88,1f),10" w- 330. 96 E 9 2 fSIA 0*" "M Ft W- ; XJJ. " tpnv sr ..... .. ... 1. 3n, NV WEDGEWOOD DI V. I// j , ..... ... ..... .... . .. . ..... ... . . ......... N 14 Al TYPE M-C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX WITH CONCRETE PAD PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION NOTE T•327�lO/ ROLL 2 0,2 FR 3 5 Q )730 q- T 9 10 E 3 01131107 0 10 40 80 RECOMME DE FOR APPROVAL BY DATE BY DATE L I- B Y DATE RECORD DOCUMENT BY DATE HIE HERMAN TRAFFIC ENGINEERING , :311 1 % 15324 Southeast 133rd Court, Renton, Washington 93059 425-277-1740 tell. 425-2775715 fax hte*comcast.net con 7-- f apm/0-* 46 06 q � J low H 25' 30' 35' 40' � CENTER OFv OLEv � ---- N SIZE AS 18 —3 TYP. CONC. AD R/W LINE 28 —3 330— 3 r- 0.188 0.188 REQUIRED 0.219 SIDEWALK 0.188 WALL BRACKET 20 CURB ALUM. ALLOY 6063-T6 4 -1 /2" 2" N.P.S. w O.D. SLIPFITTER CROADWAY BACK OF SIDEWALK R/W 1/2 BNC LOCKBOLT 5' -9" RADIUS >- 9' GR. 18-- 8 S.S. - a FLUSH JOINT 1' -2" CURB 4 -1/2" O.D. SIDEWALK 0 .. t R/W LINE �• 1'- 2 10' MIN. W TAPERED ALUM. POLE CLEARANCE FROM DRIVEWAY 20 TO ' 0.188 WALL ALLOY 6063-T6 ALTERNATE PLAN VIEW me � SATIN GROUND FINISH 25 -0 " ' .5 H 6 , � 18' -3" 'SL' O �, SHAFT FArF nF 01IRA Tn � J H 25' 30' 35' 40' � CENTER OFv OLEv � SL 18 —3 23 —3 28 —3 330— 3 T 0.188 0.188 0.219 0.219 Uj J I 1' -2°� mom TAPERED ALUM. POLE 2' T(� 4' �► #4 151 HANDHOLE. 4 "x6" OPENING 'T' ,q _ OVERHANG � : W LL ALLOY 6063 T6 W /COVER AND S.S. SCREWS — 8" O.D. SATIN GROUND FINISH `H' STREET LIGHT CONDUIT BASE FLANGE ALLOY 356 —T6 WITH GROUND UG HANDHOLE 4 "x6" •SL• TRENCH DEPTH 24" BOLT COVERS do S.S. SCREWS 1 -g OPENING W & S.S. SCREWS ER •-04 I+- 11 -1/4" SQ. [GROUND LUG TYPICAL STREET LIGHT 0 11" TO 12" DIA. IC�E POLE FOUNDATION LOCATION �' BOLT CIRCLE 4 1 2" OF BOLT ABOVE 1 _6 o °„ CONCRETE PAD FINISHED GRADE _•{ •' ' ' ' ' ' : L`'E (4) 1" BNC GALV. STEEL 3 ANCHOR BOLTS WITH 4' STREET LIGHT • y-- Z row NUTS AND WASHERS 4„ CONDUIT TRENCH DEPTH 24" �— W ALTERNATE STREET CROSS SECTION o c (MODIFIED) ~o E STANDARD 25 FOOT DAVIT POLE (LIGHT BASE AND JUNCTION BOX LOCATIONS •� V E ADOPTED ADOPTED CI'i'Y OF RBNPON O CITY OF RRSTON �' • p _ Standard plans Standard p lans LST DATE: 10/30/96 LST DATE: 12/96 r DATE I SION I BY APPR DWG. NAME: JR -01 SP PAGE: J002 DATE I REVISION BY PPR DWG. NAME: JR -35 SP PAGE: JO14 2 N.P.S. SLIPFITTER INSTALL DECAL NUMBERS o VERTICALLY. INSTALL IN DRY WEATHER 50 P TYPICAL LIGHT BASE AND JUNCTION BOX OR ABOVE. CONCRETE PAD 7' -0 VARIABLE 3' -0" " I` 1 -6 MIN. 2" NUMBERING EXAMPLES 1'_6„ 0 BRACKET CABLE 1 0 , 1 1 2 „ -� � 5 4 Oro 3 6 i Nc Q 0 O p 8 $all • w. t 2" BY 3/4" LETTER LETTER REDUCING WASHER SUFFIXED PREFIXED FRONT VIEW SIDE VIEW CITY PUGET POWER OWNED OWNED TYPICAL JUNCTION BOX e RECOMMENDED FOR APPROVAL CURB CONCRETE PA D o BY DATE d 3/4" R O M E X I -� � (--- 3'— 0 3, _ 0 " ----- •� " w CONNECTOR MOUNTING �- q�, 4 T BY DATE LOCKNUT HEIGHT 3/4 15 FEET 450 BY DATE m TRAFFIC FRONT VIEW SIDE VIEW SINGLE OR DOUBLE MAST LOW RECORD DOCUIMtENT ARM AS REQUIRED 13/;. -2,. TYPICAL JUNCTION BOX "C" BY DATE PLAN VIEW CONCRETE PAD USA DECAL: 4 t: .t. •. •, WAS RELECTORI ZED FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2 — 2Y; 2� " -3 a BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES OR WHITE LEGEND ' ON BLACK FRONT VIEW �f 307 BACKGROUND � SIDE VIEW ARE ON SAME CIRCUIT � W �+ ISTE '�► tr SSIoNAL ENS I1 -K ♦f MAST ARM WIRING DETAIL E��s o,,a,w� TYPICAL CONCRETE PAD DETAILS STREET LIGHT STANDARD STRAIN RELIEF DETAIL DECAL NUMBERING SYSTEM ADOPTED ADOP TED ADOPTED HERMAN TRAFFIC ENGINEERING CrFY OF RLNTON CITY or tl9mN CITY or mwTON Standard plane ' • * 153,24 Southeast 133rd Court, Renton, Washington 98059 Standard lane � 9 LST DATE: 10/30/96 p Standard. plena 425-277 -1740 t+tl. 425-277 -5718 fax hte#comtast.net ON RY i LST DATE: 12/96 LST DATE. 10/30/96 DWG. NAME. JR - -05 SP PAGE: JO06 DWG. NAME: JR -09/1 SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 • r± S ? ��v d ? SCAhMED MAY Q 12006 4 4 M NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. LIGHTING STANDARD 8c JUNCTION BOX N The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 7 .- Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. O d O ve O o v D ° O v 0 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded ° O e v d o e e, O v wire fabric welded to the frame. 4 v ° v0 D O O 0 v sv vb When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep ° 0 0 0 e D o e 4 D e � pd extension boxes. b PLAN VIEW °' O vb' 0 t' e0 3 When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 Q d O gage divider plate complete with fasteners. a o o 5 Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Op° o o ° Load Test. o b A s /� e © w ° v p►v a Q o A A JUNCTION BOX DIMENSION TABLE c c o -BOX TYPE TYPE 1 W p &TOA& A ALTERNATE B A Box Outside length 22#0 Z 33 Reinforcement O 17 17 O Z Box Inside Length 18 19 28 Box Inside Width 13 W J 17 3 18 c STREET LIGHT POLE JUNCTION BOX I I L 1' PLAN VIEW „ SIDE VIEW v► v v a° 0 4 DEEP o `0e a °► ti D o v v o bOV0 Oe e ELEVATION VIEW ° e e w ITEM ITEM -BOX TYPE TYPE 1 TYPE 2 &TOA& A ALTERNATE B A Box Outside length 22#0 22 N 33 Reinforcement Box Outside Width 17 17 22 1Z2 Box Inside Length 18 19 28 Box Inside Width 13 14 17 Lid Length 18 18 26 112 Lid Width 13 13 17" Box Depth 12 12 12 H Lid dt Frame Depth 5 16 5 16 5/16" J Will Thickness Min. 1 112" 1Z2 2 1 1 2 Wire Reinforcement W-3 _L W-- 2.5 W-- 2.5 Le end I See Detail I See Detail See Detail STREET LIGHT POLE JUNCTION BOX I I L 1' PLAN VIEW „ SIDE VIEW v► v v a° 0 4 DEEP o `0e a °► ti D o v v o bOV0 Oe e ELEVATION VIEW ° e e w ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A756 Lid Support 1 a ' . Thick Sted C L or T. - AS Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel � V ARM il _..�'. 0 ° e Q . - - AVeLPAD INDIVIDUAL JUNCTION BOX atalPACTEo V 0 I 'GALVANIZED STEEL TYPICAL JUNCTION Sox INSTALLATION DETAILS L� z 00 o, E LEGEND DETAIL (Mark U ion �r� NM u+ ° A ° oAVtl NOTE: CLASS }8' CONCRETE �, � �� '� '�E ' °O7 ° � � TO BE USED IN SIGNALS '11' L I<- Ll �a LIGHTING a�wn.,�«,. TAE BOX a �a0 CONSTRUCTION OF PAD d 00 TS—LT kl9GKJOEIML U CL c TELEMETRY TRAFFIC Si ND h woo W w 4 ° c 16 E d w► a 1' CONCRETE PAD DETAILS 0 JUNCTION BOX DETAILS o 0 0 ►v v v *--, E ADOPTED f Form Letters with 1 /e' weld 1 ADOPTED 'c C, Bead. Grind off Diamond ♦ ♦ CITY OF >�N•roN PLAN VIEW CITY OF R IXTON C p, Pottern before forming + d letters. Standard plans Standard plans �- ca il~I.LMAiNAnoN SYSTEM LEGEND LST DATE: 1 1 /89 LST DATE: 10/30/96 DATE I REVISION DWG. NAME: JR -36 SP PAGE: JO16 BY APPR DATE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 g Q 0 EPDXY FILL EPDXY FILL INLINE SPLICE WYE SPLICE SPLICE KIT FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. OR EQUAL TYPICAL DESIGN "B” JUNCTION BOX 1/4 " MINIMUM SPLICE KI- -S GROUND LUG DRAIN HOLE CLEAR EPDXY SPLICE_ KITS ON ALL 1 2" MIN. GROUT CL WIRE RUNS UNDER POLE /JFOUNDATION OP OF CONCRETE 4 CONCRETE BASE TO E LEVEL WITH PAD OP OF SIDEWALK 5DIAMETER = 7/8" R CURB. n Till= i t =1111 =1 -=I1 •. -=1 I �I _ -- 11�1111�1111 8 GREEN .111=JI1 ;1111: ==1J11 °° 4 -7/8 ROUND WIRE 1111= LOAD LINE GROUND RECOMMENDED FOR APPROVAL 1/4„ FUSE 1/4„ 4 BY DATE 2 --- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR BY DATE CUTTING RINGS CONCRETE N 5/8"x8' � 3 SQ. LB Y .,� _ _ _-- DATE COPPER --CLAD OR DIA. - GROUND ROD 0 RECORD DOCUMENT 0 V' FUSE KIT BY DATE �,�► Ili FUSE KIT do SPLICE KIT DETAILS TYPICAL LIGHTING UNDERGROUND SYSTEM ADOPTED ADOPTED >� HERMAN TRAFFIC ENGINEERING cr y oOF N7roN t:tTr or ririt>IrroN ao,so v --- Sienderd plane s 1 S324 Southeast 133rd Court Renton, i ter anT>s• „ /5/„e P E ton, Wash ngton 98059 !ten TI: 12/96 s, M 1 -16-of 425 -277 -1740 tel. 425-277 -5718 fax hte0c.om .n cast et E11PMS 01/31/07 DATE REVIJION I BY &PR DWG. NAME: JR -12 SP PAGE: JO13 DWG. NAME. JR -06 SP PAGE: J007 SCAhhkO MAY 012006 c� �"' .s ?7W 3 'r M 4 i_ o _ N cn $ a Sao rn Z o fi L Z 0 p w Q z Z o ::D o' J O J w — 0 Ld a° � o o ». m LL- z y 00 3E w �w vn, E A1, m E A O E r C m O y a� s' g� a €o 0 d. 0 0 �0 N NOW RUN NO. CONDUIT PORTION S.E. 1/4, N.E. 1/4, SEC. 10, TWP. 23 N., RGE. 5 E., W. M. 2" PVC (SCHEDULE 40) 2 — #6, 1 — #8 GREEN WITH CONCRETE PAD 2 2" PVC (SCHEDULE 40) 2 — #8, 1 - #8 GREEN TYPE 1 JUNCTION BOX WITH CONCRETE PAD 3 EX. 2" PVC 2 — #6, 1 — #8 GREEN EX. SPARE 4 EX. 2" PVC 2 — #8, 1 — #8 GREEN EX. SPARE �I y EX. LIGHT STANDARD 2193E l N.E. 10TH PL. LL! '� 2 Z 10 1 Ld I(i BROOKEFIELD Q N3 I U' � II , Q — cy ® _t ? i WEDGE-WOOD DIV. V S RI I. ICJ= 4 5 7 a _ RUN NO. CONDUIT CONDUCTORS REMARKS 1 2" PVC (SCHEDULE 40) 2 — #6, 1 — #8 GREEN WITH CONCRETE PAD 2 2" PVC (SCHEDULE 40) 2 — #8, 1 - #8 GREEN TYPE 1 JUNCTION BOX WITH CONCRETE PAD 3 EX. 2" PVC 2 — #6, 1 — #8 GREEN EX. SPARE 4 EX. 2" PVC 2 — #8, 1 — #8 GREEN EX. SPARE POLE SCHEDULE POLE POLE POLE POLE LAMP MOUNTING MAST CIRCUIT NO. ID NO. STREET LOCATION OFFSET WATTAGE DISTRIBUTION HEIGHT ARM NO. SERVICE 1 49448 N.E. 10TH ST. 0 +57.5 23' RT. 100 M -C —III 25' 8' 2 EX. #0093 2 49468 N.E. 10TH ST. 2 +36.5 21' RT. 100 M —C —III 25' 6' 2 EX. #0093 3 49488 N.E. 10TH ST. 4 +16.5 22.5' RT. 100 M —C —III 25' 8' 2 EX. #0093 4 4950B N.E. 10TH ST. 22.5' RT. 100 M —C —III 25' 1 8' 2 EX: #0093 5 4945C HOQUTAM AVE. N.E. 24 +88 } 26' RT. 150 M —C —III 30' 8' 1 EX. #0078 �a3 1 ROLL 2)Q7 CONSTRUCTION NOTES LEGEND TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX ® L WITH CONCRETE PAD —. — — P PVC CONDUIT (SEE WIRING SCHEDULE) ® T TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION N NOTE �a3 1 ROLL 2)Q7 CONSTRUCTION NOTES LEGEND I _ � I_ LL] ICL .:- - W _ OROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. OSPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION BOX. E MG SN SF Q l y z 0 RfGISTERf' eSS /ONAL ENS\ 7_L l•D� EXPIRES ' 773110, H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte @comcast.net FR 2d7_ lm= TP327401 RECOMMENDED FOR APPROVAL BY B— DATE BY DATE DATE BY DATE RECORD DOCUMENT BY r°w' �/i. �y`.'".� DATE Z zJ'b7 mmW tllu�r4nnf Cn:r- 3Y74oI -- T 330q o 1(YM4) TYPE M —C —III H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE LIGHT BASE AND JUNCTION BOX ® L WITH CONCRETE PAD —. — — P PVC CONDUIT (SEE WIRING SCHEDULE) ® T TYPE 1 JUNCTION BOX WITH CONCRETE PAD WIRE NOTE OCONSTRUCTION N NOTE LL] ICL .:- - W _ OROUTE CONDUIT TO EXISTING JUNCTION BOX. INSTALL CONDUCTORS PER WIRING SCHEDULE. OSPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CIRCUIT INSIDE EXISTING JUNCTION BOX. E MG SN SF Q l y z 0 RfGISTERf' eSS /ONAL ENS\ 7_L l•D� EXPIRES ' 773110, H I E HERMAN TRAFFIC ENGINEERING 15324 Southeast 133rd Court, Renton, Washington 98059 425-277-1740 tel. 425-277-5718 fax hte @comcast.net FR 2d7_ lm= TP327401 RECOMMENDED FOR APPROVAL BY B— DATE BY DATE DATE BY DATE RECORD DOCUMENT BY r°w' �/i. �y`.'".� DATE Z zJ'b7 mmW tllu�r4nnf Cn:r- 3Y74oI -- T 330q o 1(YM4) ws++vncae SOW YIi Z1AN �v- - .�,-rv� T �33oq o2 CSca++} # I ® { o M °_� °N SIZE AS SIZE AS TYP. CONC. PAD R/W LINE REQUIRED REQUIRED SIDEWALK a Sao 0.188 WALL BRACKET �I 8 20 ALUM. ALLOY 6063 -T6 0.188 WALL BRACKET `8 20 ALUM- ALLOY 6063-T6 CURB 4 -1/2" 2" N.P.S. 2" N.P.S. w BACK R/W O.D. SLIPFITTER LIPFITTER CROADWAY OF SIDEWALK > 1/2" BNC LOCKBOLT 5' -9" RADIUS GR. 18 -8 S.S. 1/2" BNC LOCKBOLT DIUS GR. 18 -8 S.S. o 9 FLUSH JOINT 1' -2" FLUSH JOINT 1 CURB U) 4 -1/2" O.D. / /' 4 -1/2' O.D. SIDEWALK (n J Z R/W LINE 1'-2" 0 � (n - j Q TAPERED ALUM. POLE TAPERED ALUM. `POLE 10' 'MIN. CLEARANCE FROM DRIVEWAY VIEW 2' TO 4'- OVERHANG VARIES Q z w (D Z ~ 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25' -0" 18' -3" 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 30' 0" 23' 3" ALTERNATE PLAN H 5' -7.5' SL, �< Z SHAFT SHAFT FACE OF CU B TO OF OLE Q H 75' 30' 35' 40' CENTER f7 J SL 18'-3"123'-3" :28' 3" r33' 3" J T 0.188 0.188 0.219 0.219 1'-2" C9 0 1`I 151 HANDHOLE. 41/x6" OPENING W /COVER AND S.S. SCREWS 8' O.D. 151 HANDHOLE. '41/x6" OPENING - W -COVER AND S.S. SCREWS 8" O.D. TAPERED ALUM. POLE 2' TO 4' 'T' WALL ALLOY 6063 -T6 OVERHANG SATIN GROUND FINISH " " STREET LIGHT CONDUIT H, TRENCH DEPTH 24" BASE FLANGE ALLOY 356 -T6 WITH r-GROUND UG BASE FLANGE ALLOY 356, T6 WITH �,- GROUND LUG HANDHGLW /COVER SL' BOLT COVERS & S.S. SCREWS 1' -6•• BOLT COVERS &'S.S. SCREWS 1' g" , & S.S. SCREWS. TYPICAL STREET LIGHT �1 X11 -1/4" SQ. _ 11" TO 12" DIA. �I 111 1/4" SQ. 11" TO 12" DIA. GROUND LUG INSIDE POLE FOUNDATION LOCATION LL- Z 0'0 o ° c s. o E BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD : FINISHED GRADE (4) 1" BNC GALV. STEEL s 1' -6" " 5` 0 / 0 I STREET LIGHT NOTE: SIDEWALK LOCATED BEHIND LIGHT STANDARD NO. 2 3Q ANCHOR BOLTS WITH 4' ANCHOR BOLTS WITH 4' CONDUIT TRENCH DEPTH 24" Z NUTS AND WASHERS r NUTS AND WASHERS P I- w =� 4„ 4„ ALTERNATE STREET CROSS SECTION U mo (MODIFIED) E STANDARD 25 FOOT DAVIT POLE STANDARD 30 FOOT DAVIT POLE LIGHT BASE AND JUNCTION BOX LOCATIONS E mN Y ADOPTED Y' ADOPTED ADOPTED �� o � CITY OF RENTON + + .Standard plans CITY OF RENTON ± + :Standard plans. - CITY OF RENTON Standard plans N LST DATE: 10/30/96 DATE REVISION BYAPPR' DWG. NAME: JR -01 SP PAGE: JOD2 T LST DATE: 10/30/96 DATE REVISION - " BY APPR' DWG. NAME: JR" -02 SP PAGE: J003 DATE REVISION BY APPR D c LST DATE: 12/96 DWG. NAME: JR -35 SP PAGE: J014 F p 2" N.P.S. SLIPFITTER INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER 50`13 OR !ABOVE. TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD a 7' -0" _ VARIABLE 3' -0" ' 1' -6" MIN. 2" NUMBERING EXAMPLES _ BRACKET CABLE 1' P 2 5 1' 1' 3 6 �" e � e � ° � _— Z2" 4' 7 C 8 0 °o a° T-3Z7402- BY 3/4 REDUCING WASHER LETTER LETTER SUFFIXED PREFIXED CITY. PUGET POWER FRONT VIEW SIDE VIEW x x x 'OWNED OWNED B� e TYPICAL JUNCTION BOX "B" RECOMMENDED FOR APPROVAL CURB CONCRETE PAD BY DATE OL �F " 3/4" ROMEX T CONNECTOR WITH LOCKNUT 3�4„ 1 0 MOUNTING + 9pF HEIGHT 15 FEET 450 TRAFFIC A o A Ll FRONT VIEW SIDE VIEW BY DATE BY DATE c w o m RECORD DOCUMENT SINGLE OR DOUBLE MAST L ARM AS REQUIRED FLOW 13/4' -2" TYPICAL JUNCTION BOX "C" BY r':�/� �- '7`�"'� DATE 2'z�`O7 PLAN VIEW CONCRETE PAD DECAL RELECTORIZED 2"- 2Y °.°° .... T h v a z FOR DOUBLE MAST ARM, INSTALL 2ND CABLE GOTHIC GOLD 2%B' -3' OR WHITE LEGEND z 2 o BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES FRONT VIEW SIDE VIEW oFSecisrepEGp�� � ARE ON SAME CIRCUIT BACKGROUND 3 /ONAL.EF y L4 -ot MAST ARM WIRING DETAIL EXPIRES 01/31'0' TYPICAL CONCRETE PAD DETAILS uC�nAA^' q STRAIN RELIEF DETAIL STREET LIGHT STANDARD DECAL NUMBERING SYSTEM TRAFFIC ENGINEERING fl C I V' I V C' V V 1 V Y ADOPTED Y ADOPTED Y ADOPTED — 15324 Southeast 1 33rd Court, Renton, Washington 98059 CITY OF RENTON + + Standard • U CITY OF RENTON + + =`- Standard CITY OF RENTON ♦ + Standard plans 0 plans LST DATE: 10/30/96 plans NS LST DATE: 12/96 p=�` = T LST DATE: 10/30/96 425 277 -1740 tel. 425 277 -5778 fax hte @comcast.net z DATE REVISION DWG. NAME: JR -05 SP PAGE: J006 DATE REVISION Y R' DWG. NAME: JR -09A SP PAGE: J009 DATE REVISION Y P DWG. NAME: JR -36A SP PAGE: JO 15 ws++vncae SOW YIi Z1AN �v- - .�,-rv� T �33oq o2 CSca++} # I ® { C �� � z M a u !'� v v yI 1 z °' a o � 3 w 3 ®: 0 � IYj \ o gJ rn � � 3 � a o _ � (n J Z Q O �_ � �_ � Z W � Z � _Z � � 0 � O —� J W ca W NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 — W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non — concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. JUNCTION BOX DIMENSION TABLE ITEM Box TYPE TYPE 1 ALTERNATE A ALTERNATE B TYPE 2 A Box Outside len th 22" 22" 33" B Box Outside Width 17" 17" 22 1 2" C Boz Inside Len th 18" 19" 28" D Box Inside Width 13" 14" 17" E LidLen th 18" 18" 26 1 2" F Lid Width 13" 13" 17" G Box De th 12" 12" 12" H Lid &Frame De th 5 16" 5 16" 5 16" J Wall Thickness Min. 1 1 2" 1 1 2" 1 1 2" K Wire Reinforcement W -3 W -2.5 W -2.5 L Le end See Detail See Detail See Detail L EiEVAmoN vlEw 40 � �� H �� � �@ EPDXY FILL EPDXY. EILL�I � �s� INLINE SPLICE ``� WYE SPLICE SPLICE KIT i� ����� i� It ••� iiiiiiiiiid/ IFUSE KIT FUSE KIT & SPLICE KIT DETAILS CJ� ADOPTED CITY OF RENTON f � ,p � = Standard plans N T L4T DATE: 71 /5/96 DWG. NAME: JR -12 SP PAGE: J013 LIGHTING STANDARD & & JUNCTION BOX 7 ITEM Box MATERIALS 6000 PSI concrete See Notes p °O.v O � e D O °oa o vo o° d � Frame Diamond Plate Steel — A786 PLAN VIEW pO O o vp° p N = � eev. nos � s' —ice p1 �'"` * Lid Su art 1 B�Min. Thick Sieel G L or T. — A36 JUNCTION BOX � Lid Diamond Plate Steel — A786 D � D� ° oD � o a a° °vD Anchors Steel Wire or Tee Plate 6' CRAYEL PAO COMPACTED �.o Reinforcement ASTM A -82 Steel � o �y "GALVANIZED STEEL TPICAL JUNCTIONaOX INSTALLATCN DETAILS � z m�� � 0 3Q LEGEND DETAIL (Marx L) I' - =1 �` =���TT m T.PEr eox z nw SIGNALS � �� ® TYPE Ti sox � LIGHTING _ °��na �+°4 r�N� l� d � � mo TS —LT TRAFFlC SIGNAL SVSTEM LEGEND TELEMETRY F100K DETAIL PLAN SYMBOLS E` "°"° °`1°I JUNC I ION. BOX DETAILS mE C IV R Form Letters w'th t /B" Weld L i� Y �� ADOPTED G1TY OF RENTDN =� �0 �c � eeod. Gr "nd off Diamond II'' ,Y,.�,,,�� II I'll ---- --R��® ---III Pattern before form'ng r� r �® + !� + o m letters �� Standard. plans a-Ij ILLUMINATION SYSTEM LEGEND T LST DATE:11 /89 DATE REVISION BY APPR D DWG. NAME: JR -36 SP PAGE: J016 40 � �� H �� � �@ EPDXY FILL EPDXY. EILL�I � �s� INLINE SPLICE ``� WYE SPLICE SPLICE KIT i� ����� i� It ••� iiiiiiiiiid/ IFUSE KIT FUSE KIT & SPLICE KIT DETAILS CJ� ADOPTED CITY OF RENTON f � ,p � = Standard plans N T L4T DATE: 71 /5/96 DWG. NAME: JR -12 SP PAGE: J013 LIGHTING STANDARD & & JUNCTION BOX 7 p p v O O V p p °O.v O b ov ° p e D O °oa o vo o° d d e a o O O e D z z D� PLAN VIEW pO O o vp° p N = = cp 3, D �. O o.. STREET LIGHT POLE J JUNCTION BOX 1' SIDE VIEW O o ° v v o D D � D� ° oD � o a a° °vD o e e e 000 o on INDIVIDUAL JUNCTION BOX; p v O o p °.p.O o..v o o pv- e a ° pa °a NOTE: CLASS 'B', CONCRETE TO BE USED -IN e p z D Dep CONSTRUCTION OF PAD a J o0 a ° ° N D ° 1' CONCRETE PAD DETAILS OD o Dv p v D 1' Y ADOPTED. PLAN VIEW crrY of aErrroN +� + Standard plans T LST DATE: 10/30/96 TE REVISION BY APPR DWG. NAME: JR -07 SP PAGE: J008 FUSE .KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS — S.E.C.' OR EQUAL TYPICAL DESIGN "B" JUNCTION BOX 1/4" MINIMUM SPLICE KITS GROUND LUG DRAIN HOLE CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT TOP OF CONCRE WIRE RUNS UNDER POLE FOUNDATION TO 4" COO�ETE 5 9� �OR CURB. WITH PAD TOP OF SIDEWA #8 GREEN ' m= nn =nn —un I GROUND WIRE ����° e — GROUND CLAMP 4. 2— (SIZED AS REO'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE FOUNDATION 5/8 "x8' � 3' S0. COPPER —CLAD OR DIA. GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM Y ADOPTED ��,g CITY OF RENTON 4 �/ "�� � Standard playa N-S ]ST DATE: t2/96 REVISION e� APPR' DWG. NAME: JR -06 SP PAGE: J007 ROLL 207 � � � � RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE RECORD DOCUMENT BY ��. ��ir^-� =- DP.TE 2 - �7-n7 .Y��t._ �PRI Try m��yP� aF W �N'Hy��1r Z HERMAN TRAFFIC ENGINEERING ' gPOesea'sTER���d��� 1 5324 Southeast 133rd Court, Renton, Washington 98059 SfONAL E� 9.L7 _pG 425 - 277 -1740 tel. 425- 277 -5718 fax hte @comcast. net EXPIRES O1 /31 /07 ��n�rP C���T-i27�03 "l- "i50�t0"5C5tnH} - ^^,�-+� ��n�rP C���T-i27�03 "l- "i50�t0"5C5tnH} - ^^,�-+�