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Home My WebLink AboutzT-1864SetC'N I o z, so W z W z W Q ! I 2 3 4 5 6 7 8 9 z O z �'L L NE )j"!1i1's e I 0 +00 J1 +00 2 +00 NE 4TH STREET LEGEND W W� FN r z � X U W OCONDUIT X— LUMINAIRE AND POLE IR ® JUNCTION BOX 35478 CITY OF RENTON POLE DECAL NO. (TYP.) INSTALL AS DETAILED HEREON 5TH STREET -tart a t�. 3 +00 4 +00 CONSTRUCTION NOTES ORemove existing WYE SPLICE connection at junction box. He— splice Luminaire 11915 B to power source lead wires with an INLINE SPLICE. ORemove existing wire run. OInstall WSOOT Type I Junction Box (See Std. Plan JAM), pole foundation, and pad at Station 4 +75. Relocate existing luminaire ( 11916 B) from Station 5 +65 to Station 4 +71. Splice into circuit 12 from illumination system to the east of Heritage Forest Apartments. Cap photoelectric cell. ORemove Existing luminaire (;«1916 B), junction box and pad. OInstall new flat lens cobra head i5OW HPS, 240V, medium cutoff III Distribution on 35' Davit Pole with 6' arm. Also install WSOOT Type I Junction Box (See Std. Plan d —ila) and pad foundation. Splice into circuit 12 from illumination system to the east of Heritage Forest Apartments, OInstall new conduit (PVC ;Schedule 80) across roadway by sawcut and trend) method WIRE SCHEDULE �! 2 18 AWG (USE —XLP) in existing 1.5' conduit 1.5' conduit (Schedule 40), 2 #B AWG (USE —XLP) 1.5' Conduit (Schedule 40), 2 #8 AW6 (USE —XLP), 118 Bare Ground 1.5' Conduit (Schedule 80), 2 #B AWG (USE —XLP) T1 1.5' Conduit, 2 #8, 1 Ito Ground (existing) (1) Bremerton Ave NE illumination (2) NE 5th St illumination GENERAL NOTES L All work shall be in accordance with the City of Renton Standard Specifications and these plans. 2. The locations of features shown are approximate and shall be verified in the field by the contractor, as necessary. 3. Install all street lighting materials shown an the plans, except as noted. All materials shall be new and of the best available grade or quality, except as noted. 4. The contractor shall submit a request to the City of Renton for materials approval at the earliest possible date. 5. All work shall he consistent with utility agency requirements. The contractor shall contact all pertinent utility agencies 48 hours before commencing work, and shall coordinate the work with the utilities throughout the project. 6. The contractor shall be responsible for any damage to existing utilities. The contractor shall notify the affected utility company and the City immediately upon damage. 7. The contractor shall notify the City of Renton Traffic Engineering Division (235 -2620) for inspection purposes, 24 hours before commencing work. No work shall be covered until it has been examined by the engineer. B. Existing Contactor Cabinet for the lighting system to the east of Heritage Forest Apartments is located on west side of Bremerton Ave NE 200' south of NE 5th St. 9. Existing power source for lighting system to the west of Heritage Forest Apartments is located an NE 5th St at Station 2 +t5. 10. All conduit shall be PVC Schedule 40 unless noted otherwise. /?(o4 CITY OF R'ENTON D E P A R T M E N T OF PUBLIC WO R K S v , 11 3 n �,le G 1 Projoct: HERITAGE FOREST WM E POPP ABBOCIATE8 r - -" - -- TgAN�POATATION •CIVIL ■NOIN��gs ' _ r BELLEVUE WASHINGTON - NO. REVISION VICINITY MAP L5 +00 6 +00 /� T / z y9 LUMINAIRE SCHEDULE Luminaire Pole Mounting Arm Circuit Comment No Location Height Length No 1913 B i +10 25' 6' 1 (1) 1914 8 2 +20 25' 8' 1 (1) 1915 8 3 +50 25' 6' 1 (i) 1916 B 5 +65 25' B' 1 (2) 1916 B 4+71 25' B' A -2 (3) 3387 C 12 +66 35' 6' A -2 (4) 3388 C ii +08 35' 6' A -2 (4) 3389 C 9+50 35' 6' A -2 (4) 3390 C 7+92 35' 6' A -2 (4) 3547 C 6+34 35' 6' A -2 (5) (1) Existing PSPL circuit. (2) Existing PSPL circuit, Pole to be relocated and disconnected from existing circuit. (3) Existing City of Renton circuit, Existing pole to be relocated'and connected to this circuit. (4) Existing City of Renton circuit and pole. Poles 3387-3389 are flat shown. Station points are referenced from Union Ave NE. (5) Existing City of Renton circuit with new pole. BREMERTON AVE CONTACTOR CABINET Service 6 Main Brkr. Branch Brkr Contactor Comment Circuit No. Amps Amps Amps Service 100 — — — A -1 240V — 30 30 (1) A -2 240V — 30 30 (2) (1) Bremerton Ave NE illumination (2) NE 5th St illumination GENERAL NOTES L All work shall be in accordance with the City of Renton Standard Specifications and these plans. 2. The locations of features shown are approximate and shall be verified in the field by the contractor, as necessary. 3. Install all street lighting materials shown an the plans, except as noted. All materials shall be new and of the best available grade or quality, except as noted. 4. The contractor shall submit a request to the City of Renton for materials approval at the earliest possible date. 5. All work shall he consistent with utility agency requirements. The contractor shall contact all pertinent utility agencies 48 hours before commencing work, and shall coordinate the work with the utilities throughout the project. 6. The contractor shall be responsible for any damage to existing utilities. The contractor shall notify the affected utility company and the City immediately upon damage. 7. The contractor shall notify the City of Renton Traffic Engineering Division (235 -2620) for inspection purposes, 24 hours before commencing work. No work shall be covered until it has been examined by the engineer. B. Existing Contactor Cabinet for the lighting system to the east of Heritage Forest Apartments is located on west side of Bremerton Ave NE 200' south of NE 5th St. 9. Existing power source for lighting system to the west of Heritage Forest Apartments is located an NE 5th St at Station 2 +t5. 10. All conduit shall be PVC Schedule 40 unless noted otherwise. /?(o4 CITY OF R'ENTON D E P A R T M E N T OF PUBLIC WO R K S v , 11 3 n �,le G 1 Projoct: HERITAGE FOREST WM E POPP ABBOCIATE8 r - -" - -- TgAN�POATATION •CIVIL ■NOIN��gs ' _ r BELLEVUE WASHINGTON - NO. REVISION VICINITY MAP TYPICAL LIGHT BASE AND JUNCTION BOX LOCATION R/W LINE SIDEWALK CURB RDWY. CL CURB -- - - - - - i SIDEWALK -- - - R LINE 10' MIN CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 1125' 130-135' 40' 1�\ \\ 41/2 "O. D. `.188 WALL BRACKET 5 SA LU M , ALLOY 5063-76 LOCKBOLT -- -GR. 18-8 S.S. FLUSH JOINT '\'-4 SL 18'311 23'3 2813 "33'311 FUSc i! /rS T 11, 188 .188 .219 .219 1/2" O.D. TAPERED ALUM.POLE TAPERED ALL., POLE 188 WALL ALLOY 6063-76 25'0 �SA•TIN GROUND FINISH 'T' WALL ALLOY 6063 -T6 K/TS - S. E.G. OK ElJUAL SATIN GROUND FINISH CHI HANDHOLE 4 "X 6" OPENING W/ COVER 8 2'104' S.S. SCREWS. overhang )round lug rG;i�E�,c�c� &fi�n. inside pole 5" a•• 1L1- O Trench location ---' not to $Cole TYPICAL STREET CROSS SECTION 2" N.P.S. Sized as required /SLIPFITTER B � — — 2. I I" TO 12" BOLT CIRCLE (4) I BNC GALV. STL. r 4 1/2" OF BOLT ANCHOR BOLTS WITH �{q ABOVE FINISHED - NUTS AND WASHERS /�� GRADE. 4 "CONCRETE 8 "O.D. 151 HANDHOLE PAD 4'X6" OPENING S. S. AND L UG S.S. SCREWS ' BASE FLANGE ALLOY '::• :5 56-T6 WITH BOLT - COVERS 8 S.S. SCREWS'�4}^�• STANDARD 25' DAVIT POLE I Sized as required 2 N.P.S. 4 SLIPFITTER c %Z' o.o. 8 WALL BRACKET M. ALLOY 6063 -T6 CKBOLT 1 r� G R. 18 - 8 S. S. FLUSH JOINT 4%i' O. D. TAPERED ALUM.POLE 2t9 WALL ALLOY 6063 -T6 X510 SATIN GROUND FINISH 28 3'1 SHAFT I B" LU 6'1 II "7012° BOLT CIRCLE / 4 1/2" OF (4) 1 "BNC GALV, STL. { BOLT ABOVE ANCHOR BOLTS WITH �Jp FINISHED NUTS AND WASHERS GRADE. -. 4 °CONCRETE D� 151 HANDHOLE - - PAD 4' x 6" OPENING W/COVER AND S.S. SCREWS BASE FLANGE ALLOY S _U..-3-66 -T6 �-ILA COVERS B: S.S. SCREW --+ I ~4'TI STANDARD 35' DAVIT POLE Handle stop HANDLE DETAIL T-Yp /GAL L /6NT/N6 UNZKF -6 (9UNV 5Y,5TEM 1�\ \\ 41/2 "O. D. `.188 WALL BRACKET 5 SA LU M , ALLOY 5063-76 LOCKBOLT -- -GR. 18-8 S.S. FLUSH JOINT '\'-4 cIUNGT /Gn/ .60,' FUSc i! /rS 1/2" O.D. 18,3" SHAFT TAPERED ALL., POLE 188 WALL ALLOY 6063-76 25'0 �SA•TIN GROUND FINISH I I" TO 12" BOLT CIRCLE (4) I BNC GALV. STL. r 4 1/2" OF BOLT ANCHOR BOLTS WITH �{q ABOVE FINISHED - NUTS AND WASHERS /�� GRADE. 4 "CONCRETE 8 "O.D. 151 HANDHOLE PAD 4'X6" OPENING S. S. AND L UG S.S. SCREWS ' BASE FLANGE ALLOY '::• :5 56-T6 WITH BOLT - COVERS 8 S.S. SCREWS'�4}^�• STANDARD 25' DAVIT POLE I Sized as required 2 N.P.S. 4 SLIPFITTER c %Z' o.o. 8 WALL BRACKET M. ALLOY 6063 -T6 CKBOLT 1 r� G R. 18 - 8 S. S. FLUSH JOINT 4%i' O. D. TAPERED ALUM.POLE 2t9 WALL ALLOY 6063 -T6 X510 SATIN GROUND FINISH 28 3'1 SHAFT I B" LU 6'1 II "7012° BOLT CIRCLE / 4 1/2" OF (4) 1 "BNC GALV, STL. { BOLT ABOVE ANCHOR BOLTS WITH �Jp FINISHED NUTS AND WASHERS GRADE. -. 4 °CONCRETE D� 151 HANDHOLE - - PAD 4' x 6" OPENING W/COVER AND S.S. SCREWS BASE FLANGE ALLOY S _U..-3-66 -T6 �-ILA COVERS B: S.S. SCREW --+ I ~4'TI STANDARD 35' DAVIT POLE Handle stop HANDLE DETAIL T-Yp /GAL L /6NT/N6 UNZKF -6 (9UNV 5Y,5TEM 2- (s�z:a as L/Gi1Tit/G .SYST =i+J TO GONT.4GTOIe' Non• Hone No.. a Detail 11 Flop° Top p Lid Haok M �rB� None None See O<+ail N P ~ N E I /a" Center Bead aT Hoak 0 Found.0utside Len th on None None AB" Weltl R Found.0utside Width None �NOne None 36" ? Bead S Found. Inside Length No a None 36•• _ _ T Found, Inside Width one Nana Nane 20" PLAN VIEW $upport Hoo1.•iE �1/a" U Found. Depth--' one None 3" 1 Hook Slo ig �9euld V Foun nfomement None None G G 1 Nane W -5 C ITY- Conduit Inch 0's 2 2 JUNCTION BOX DIMEN51ON TABLE " FRAME SLOT MARK � LID HOOK MARK NOTES: (Mark N) DETAIL All dimensions are minimam. Exact configurations vary among eiffe -rT K or P) in— fact...... ' r ••. The noted lid thicknesses are overall minimum.. The M—and Pattern Lld for Type I Type 2 Boxes shall e 2a% in- um or averaN Thickness ELEVATION VIEW •� The Diamond Pattern for Type 3 Boxes shall be 3/32 "minimum Thick ® Type 1 Box L d support b shall be welded to The frame 5 6000 Psl co T allowed f box nforcemenT carsis- of 6 a6- V Type 2 Box W3 x W3 in Itl tl i re fabric Welded to the frame L Ixlx3 /16,1 "Long m Type 9 Boa When noted the contract, Type 2 and Type 3 Boxes shall be HOOK DETAIL PLAN SYMBOLS provided with 12 deep extension boxes r' O J (2 Hooks per Lid) When noted in the contract, Type 2 Boxes shall be provided with BOX FOUNDATION a 10 "x 27 V2" 10 gage divider plate complete —Th T stoners. I-N 1'N (Type 3 Box only) Unnved Area Non co crete Boxes may be omitted for approval. Evaluation Poved Area will include on H-20 Load TesT. TS1 ITEM MATERIALS -M i Box 6000 P31 Concrete (see N—) 41 6 Frame Far Plate steel TRAFFIC SIGNAL SYSTEM LEGEND 3" 3' Lid Su part i /s•Mm Thic%Steel C,tor T,-A 36 67A4 V4N /LI9 Ma Max Lid Diamond Plate Steel A ]86 Type3 Boa Only A chors steel Wi-or Tee Plato L T�Iv- -- yP R force a PSTN A-82 51ee1 a N n I JUNCTION BOX DETAILS G" Gravel Pad - - -- Foun Psl "^�• ' ^•' 1" Nom. 1" NO ILLUMINATION SYSTEM LEGEND TYPICAL JUNCTION BO% INSTALLATION OEM LS LEGEND DETAIL COPP�-CLA.O GROUA/D ?00 70,615 2'70 -V '11VA1V6AT iNSTALGEO 0n/L1 /N O.Qy WF�7THER j0" 09 AB046' -� ,Mark L) Farm Lett...witbl(a'Weld �Prn E A Bead. Grind off D -al Pattern before forming letters. `�' Df C) -illL It =1111 TI " I I G.PDUNb II CLAMP II TO L(/M•]A/A /RE ��?Aiv:1GL� FGU,tlJA "ON TO TGP :FSiO= iW/ALfC O.? CU,P5 ,x G;NCZE TE P'IO Ilf��ll =111 P/G I I GONOU /T II SYSTcA1 LLB c J 3' SQ.GK O /A. I f GONGRE'TE FGUNOAT /ON yrrn ewes 1A1STALL DECAL NUMBERS —vim; rcaLL y /f/Uti1,B£.Prit/G EXf1MPL ES ETTEP SuF/XEO LETTER PREF /XEzi G17Y Oet�NED PU6FT R,0WCR OWNED T 1 Cries 21� 3" r � ,OEL'ALt o� r,PAFF /c ov,BL.Acx =4 ow ,gyG/rG+eOUNo klEN 15'T/PEET L /GNT STANDARD DECAL NUryBER1A16 SYSTEM CONCRETE PAD DETAIL LIGHTING STANDARD a JUNCTION BOX 7' es es STREET LIGHT POLE JUNCTION BOX PLAN VIEW g11DEEP SIDE VIEW �s p, �•._o., NOTE: CLASS 'B' CONCRETE TO BE USE IN {j %• CONSTRUCTION OF PAD z I/ INDIVIDUAL JUNCTION BOX el Au VIVW • tr��r;dPTL9r.q ��, v\ Project: r HERITAGE RF." N ' APARTMENTS ¢(r i 1 }! {:I`( ''• WM E POPP ASSOCIATES TRANSPORTATION CIVIL ■NGINOKAD BELLEVUE WASHINGTON un I wcvlalnu i SY APPR. I DATE LOA.C7 un/E r /4" im,;�13003 FUSE CUTMIZ9 ZKrU LeNSTN= � %a" .o /AMETE�2= 7 /B" FG/SE K/T E.°OJCY �OLXy F /LL /NL /,NE 5/°LJGE WYE 5, VL1 -1E 9 9 WO-. "06 1 M :b II - cIUNGT /Gn/ .60,' FUSc i! /rS QU /GX ,C /SGONNEGT /0 ,IMP /N LJNE rUSc K/TS - S. E.G. OK ElJUAL SP! ICE TUTS ^w' Ew4R EFOXY S° 'Gc GP0UN0 L616 � %Clrj ON ALL 7,i2U Z'yti' GROUT W //1E ,4uNS rG;i�E�,c�c� &fi�n. T 5" a•• 1L1- 2- (s�z:a as L/Gi1Tit/G .SYST =i+J TO GONT.4GTOIe' Non• Hone No.. a Detail 11 Flop° Top p Lid Haok M �rB� None None See O<+ail N P ~ N E I /a" Center Bead aT Hoak 0 Found.0utside Len th on None None AB" Weltl R Found.0utside Width None �NOne None 36" ? Bead S Found. Inside Length No a None 36•• _ _ T Found, Inside Width one Nana Nane 20" PLAN VIEW $upport Hoo1.•iE �1/a" U Found. Depth--' one None 3" 1 Hook Slo ig �9euld V Foun nfomement None None G G 1 Nane W -5 C ITY- Conduit Inch 0's 2 2 JUNCTION BOX DIMEN51ON TABLE " FRAME SLOT MARK � LID HOOK MARK NOTES: (Mark N) DETAIL All dimensions are minimam. Exact configurations vary among eiffe -rT K or P) in— fact...... ' r ••. The noted lid thicknesses are overall minimum.. The M—and Pattern Lld for Type I Type 2 Boxes shall e 2a% in- um or averaN Thickness ELEVATION VIEW •� The Diamond Pattern for Type 3 Boxes shall be 3/32 "minimum Thick ® Type 1 Box L d support b shall be welded to The frame 5 6000 Psl co T allowed f box nforcemenT carsis- of 6 a6- V Type 2 Box W3 x W3 in Itl tl i re fabric Welded to the frame L Ixlx3 /16,1 "Long m Type 9 Boa When noted the contract, Type 2 and Type 3 Boxes shall be HOOK DETAIL PLAN SYMBOLS provided with 12 deep extension boxes r' O J (2 Hooks per Lid) When noted in the contract, Type 2 Boxes shall be provided with BOX FOUNDATION a 10 "x 27 V2" 10 gage divider plate complete —Th T stoners. I-N 1'N (Type 3 Box only) Unnved Area Non co crete Boxes may be omitted for approval. Evaluation Poved Area will include on H-20 Load TesT. TS1 ITEM MATERIALS -M i Box 6000 P31 Concrete (see N—) 41 6 Frame Far Plate steel TRAFFIC SIGNAL SYSTEM LEGEND 3" 3' Lid Su part i /s•Mm Thic%Steel C,tor T,-A 36 67A4 V4N /LI9 Ma Max Lid Diamond Plate Steel A ]86 Type3 Boa Only A chors steel Wi-or Tee Plato L T�Iv- -- yP R force a PSTN A-82 51ee1 a N n I JUNCTION BOX DETAILS G" Gravel Pad - - -- Foun Psl "^�• ' ^•' 1" Nom. 1" NO ILLUMINATION SYSTEM LEGEND TYPICAL JUNCTION BO% INSTALLATION OEM LS LEGEND DETAIL COPP�-CLA.O GROUA/D ?00 70,615 2'70 -V '11VA1V6AT iNSTALGEO 0n/L1 /N O.Qy WF�7THER j0" 09 AB046' -� ,Mark L) Farm Lett...witbl(a'Weld �Prn E A Bead. Grind off D -al Pattern before forming letters. `�' Df C) -illL It =1111 TI " I I G.PDUNb II CLAMP II TO L(/M•]A/A /RE ��?Aiv:1GL� FGU,tlJA "ON TO TGP :FSiO= iW/ALfC O.? CU,P5 ,x G;NCZE TE P'IO Ilf��ll =111 P/G I I GONOU /T II SYSTcA1 LLB c J 3' SQ.GK O /A. I f GONGRE'TE FGUNOAT /ON yrrn ewes 1A1STALL DECAL NUMBERS —vim; rcaLL y /f/Uti1,B£.Prit/G EXf1MPL ES ETTEP SuF/XEO LETTER PREF /XEzi G17Y Oet�NED PU6FT R,0WCR OWNED T 1 Cries 21� 3" r � ,OEL'ALt o� r,PAFF /c ov,BL.Acx =4 ow ,gyG/rG+eOUNo klEN 15'T/PEET L /GNT STANDARD DECAL NUryBER1A16 SYSTEM CONCRETE PAD DETAIL LIGHTING STANDARD a JUNCTION BOX 7' es es STREET LIGHT POLE JUNCTION BOX PLAN VIEW g11DEEP SIDE VIEW �s p, �•._o., NOTE: CLASS 'B' CONCRETE TO BE USE IN {j %• CONSTRUCTION OF PAD z I/ INDIVIDUAL JUNCTION BOX el Au VIVW • tr��r;dPTL9r.q ��, v\ Project: r HERITAGE RF." N ' APARTMENTS ¢(r i 1 }! {:I`( ''• WM E POPP ASSOCIATES TRANSPORTATION CIVIL ■NGINOKAD BELLEVUE WASHINGTON un I wcvlalnu i SY APPR. I DATE LOA.C7 un/E r /4" im,;�13003 FUSE CUTMIZ9 ZKrU LeNSTN= � %a" .o /AMETE�2= 7 /B" FG/SE K/T E.°OJCY �OLXy F /LL /NL /,NE 5/°LJGE WYE 5, VL1 -1E 9 9 WO-. "06 1 M :b II -