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HomeMy WebLinkAboutzT-3083Set22 M LE O� 10° MAPLE MAP " MAPLE 5' MAP 0 x B MAPLE i8" MAPLE 1 MAPLE CEDAR 24' CEDAR Csl o N 1' . h N k g . o b APLE ^ LE . >b 10 GRAPHIC SCALE 2 3 MAP 1 N SSMH SCH '80 RI_ .407 0 r O t O � � WITHIN Row � N.E. T. ;m) WPM •0 - 8 0 8 o 0 °A' TA. 0+00= , V 4 0 STA. 13 +62.93 - - .B..... STA. 5 ' '3RD- STAR 1 +19.65 o 3 Taw 3 0 a %3 a# STREET LIGHT STANDARD 1 1 2' PVC WITH PHOTOCELL CONDUIT' STA :12 +221' 19.75', LT) _ a 2 STA 10 +69.7± 21.5' LT) ° FIXTURE 1 TYPE 1 J -BOX 4, NOTE: STA 13 +75 18' LT) EET LIGHT STANDARD TYPE 1 J -BOX EXISTING STREET LIGHT SCH 40- TYPICAL S:-:-E DEL SHT(2 OF 2 STR STREET LIGHT STANDARD FIXTURE 2 nYrr 1DC � APPROX� 120Qi1S OF INTERSECTION T ;STA 13 +71- 18' STA '13 +62.88 48.3 f LT) STA 6 (19.751T) - ' o TYPE 1 J -BOX STREET LIGHT SEE DET. SHT 2 OF 2 STA 10 +55.71 (2T.5' LT) 24'$ MOUNTING HEIGHT, w..8' ARM- SERVICE CABINET &0010 SEE DEL SHT 2 OF 2 200 WATT HIGH PRESSURE SODIUM SEE DET SHT 2 OF 2 i1,4 SPECIAL NOTES: LIGHTING NOTES: L CITY POWER LIGHTING RUN) WILL NOT 'BE IN THE JOINT TRENCH NTH OTHER SCHEDULE CONDUIT AND WIRE 1. BEFORE ORDERING' THE FOLLOWING PRODUCTS THE CONTRACTOR'SHALL UTILITIES. �1 SUBMIT THE MANUFACTURERS' SPECIFICATION BULLETIN FOR- CITY'SI STAMP OF SIZE SCH #-u2 #8, #8 #14, UGHT STANDARD' POLE), LUMINAIRE, CONDUCTORS, SPUCE 2. LIGHTING RUNS WILL BE 2' DEEP, 2'± SOUTH OF SOUTH EDGE OF SIDEWALK rr # APPROVAL: STREET (POLE), CONTACTOR CABINETS. ON 33RD ST POWER GROUND PHOTOCELL„ � a KITS, CONDUITS, JUNCTION BOXES. , 3 KITS, FUSE MINIMUM OF 10' FROM LOT DRIVEWAYS (10' o ¢ - ON DETAILED SPECIFICATIONS, 3. LIGHTING POLES SHALL BE A 2. LUMINAIRES SHALL CONFORM TO CITY OF RENT RADIUS FROM POLE). - M GE MODEL NO.M 15OA2 OR EQUAL - ��� 80 �' - 0 1 8 3. ANY FACILITIES OR 'FIXTURES' NOT DETAILED ON SHEET LIGH ING - 2 SHALL CABINET EQUIPMENT: ' N ° STILL CONFORM TO CITY OF RENTON SPECIFICATIONS. - IS REQUIRED TO INSTALL POLE I.D. UMBERS PER CITY DECAL' 1. PIN TUMBLER TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYEDI °FOR 0 2" 4O 2 3 r 4. CONTRACTOR Q CX -1 WITH 2 KEYS. o m NUMBERING 'SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER. 2, 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 5. EACH LIGHT. POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH 3. WELDED SEAM CONSTRUCTION. 3Q 1:5" 40 - 2 3 JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX 4. DOOR, NTH CONCEALED HINGES (LEFT SIDE). SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET 5. INTERIOR -WHITE BAKED - ON ENAMEL _ LIGHTING 2 6. EXTERIOR GRAY - ETCH '- 2" MOUNTING FLANGE (TURNEDSINWARD)S ON ALL SIDES. 2 40 2 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ONLY. 8. 4 'A" x 16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS 9. 4 34" 'TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES: 5Q 1.5 40 - 2 - o SHALL BE 'LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR o THE 10 FOOT UTILITY EASEMENT. NOTES: 1. PAD' MOUNT DESIGN IS TYPICAL; CONTRACTOR SHALL UTILIZE - POINT POINT OF CONNECTION Tc, PUGET POWER , 8. THE LOCATION OF THE SERVICE ( ) SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE'. � MANUFACTURERS SPECIE oP��D.W. ��sF SHALL BE VERIFIED WITH THAT UTILITY. ALC SUBMIT FOR WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SH AVOID CUrnW uVERGRwND NOTE: PROPOSED DESIGN WITH PLAN, ELEVATION AND ANY RELEVANT unurr uNES trs cOSnr ES' APPROVAL A'PROPO TN _ W THEW. CONTRACTOR SHALL NOTIFY ALL: - UTILITIES CONCERNING THEIR FACILITIES RECOMMENDED p, 9.. '', '. ', �Eu nmo uTO1TY LOGA -noNs sHOWN .HENEON ARE c S PRIOR TO EXCAVATING VIEW ' FOR APPROVAL RESPONsaurY To DEmwNE THE * ' LOCATED WITHIN THE PROJECT LIMITS 48 HOUR SECTION VI Ir suLL sE THE caNTRACTO1e's D '''. 'ExACT:Mr7tTICAL AND:HpM COMM NCINGIDM SIMM 7N. UNDER- CROSSING OF UTILITIES. THE CONTRACTOR SHALL C D a AROUND OR UNDERGROUND (1RauNO ununES PwaR To cawENCUic caNSTeucTloN NO: °T •�FC� f • STE ; ., CHEMICALLY: BONDED � �� is'MADE,n+Ar:AU EwsnNa uTWTIES ARE SHDWN s ... � S; AND SHALL NOTIFY CHED WITH AASHTO M 164 L?6fOI'8 OU REPI�ITATE,E BE' RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIE 2, CABINET SHALL BE ATTA y sio � OINEEItASSUMESNORESPONSIBILITYFORurW11ES �j N_.E i � ': Dc.DCD BY: �, 2Y' ,. HFAEON....TFOi.EN .L AL. GE:" OUNTS. s ^ANCHOR INSTALLATIONS SHALL ". 2 oN. E' AFFECTED UTILITY 'AND THE CITY IMMEDIATELY UPON DAMAGE. ANCHORS TO EXISTiNGi PAD M NOT g11QXR1,.aR urwTlES NOT SHOW IN rHER PROPER LOGAII THE +, D cAUaaE�oRE tou DIM 1 -000- 424 - 5666 <. MANUFACTURERS RECOMMENDATIONS IN DRY CONDITIONS. BY Dig AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT. EXPIRES 5- 13-013 , I aOpFRORDUH6 OERNCE (uiU :,, snn wr vun wus sam .w wuo . Z nea _ o., -iov T -���/ SCANNED MAR 2 82003 r 0 F R 1. Z12 : : OVER HANG V V, EXISTING BOLDING �/,jjl��\ ' rp i 4 co J rn FND 1/2• REBAR AND cAPLSV°su LL.��LL i ii; iiiiiiiiii�iiiiiiiii�iiiiiiiii 't \ l\ o o a , - �,` � EXIST PP w.OVERHANGING STREET LIGHT - g¢ 0.03N &0.33W 0 0 - ON W SIDE OF UNION 0 o o o - / ' X1.5 FROM FL TO CENTER OF POLE- FND, /2•RFBARANO CAP /2- E RAN O 24'1 MOUNTING HEIGHT w. 10' ARM WATT MERCURY VA�OR W.'CUTTOFF 0.71'5 do 0.14 W µ0 150 E D w W E- 32' APLE �Y '.b APLE r 14'. PINE. 20 CEDAR... 20° :CEDAR - .. x 0 y ■ In ■ Uj Lo C-' M 'B' STA. +98.83= In W '-I 3 +29.21 (Y) - z 10' ELM Q I. O 'C• STA. 8+ _ S ® 16" CEDAR Sib• Fl � - py=1 F-� W ` 'A• STA. 0+97.2 ,y W e Q + 2 12' DOGWOOD p1 :. a o`d Cyy9 a ■ ■ k�ti ■ r - .a O A o ° ° a PC 68,80 PS TR S F ER VA LT p1 Z '^ 22 M LE O� 10° MAPLE MAP " MAPLE 5' MAP 0 x B MAPLE i8" MAPLE 1 MAPLE CEDAR 24' CEDAR Csl o N 1' . h N k g . o b APLE ^ LE . >b 10 GRAPHIC SCALE 2 3 MAP 1 N SSMH SCH '80 RI_ .407 0 r O t O � � WITHIN Row � N.E. T. ;m) WPM •0 - 8 0 8 o 0 °A' TA. 0+00= , V 4 0 STA. 13 +62.93 - - .B..... STA. 5 ' '3RD- STAR 1 +19.65 o 3 Taw 3 0 a %3 a# STREET LIGHT STANDARD 1 1 2' PVC WITH PHOTOCELL CONDUIT' STA :12 +221' 19.75', LT) _ a 2 STA 10 +69.7± 21.5' LT) ° FIXTURE 1 TYPE 1 J -BOX 4, NOTE: STA 13 +75 18' LT) EET LIGHT STANDARD TYPE 1 J -BOX EXISTING STREET LIGHT SCH 40- TYPICAL S:-:-E DEL SHT(2 OF 2 STR STREET LIGHT STANDARD FIXTURE 2 nYrr 1DC � APPROX� 120Qi1S OF INTERSECTION T ;STA 13 +71- 18' STA '13 +62.88 48.3 f LT) STA 6 (19.751T) - ' o TYPE 1 J -BOX STREET LIGHT SEE DET. SHT 2 OF 2 STA 10 +55.71 (2T.5' LT) 24'$ MOUNTING HEIGHT, w..8' ARM- SERVICE CABINET &0010 SEE DEL SHT 2 OF 2 200 WATT HIGH PRESSURE SODIUM SEE DET SHT 2 OF 2 i1,4 SPECIAL NOTES: LIGHTING NOTES: L CITY POWER LIGHTING RUN) WILL NOT 'BE IN THE JOINT TRENCH NTH OTHER SCHEDULE CONDUIT AND WIRE 1. BEFORE ORDERING' THE FOLLOWING PRODUCTS THE CONTRACTOR'SHALL UTILITIES. �1 SUBMIT THE MANUFACTURERS' SPECIFICATION BULLETIN FOR- CITY'SI STAMP OF SIZE SCH #-u2 #8, #8 #14, UGHT STANDARD' POLE), LUMINAIRE, CONDUCTORS, SPUCE 2. LIGHTING RUNS WILL BE 2' DEEP, 2'± SOUTH OF SOUTH EDGE OF SIDEWALK rr # APPROVAL: STREET (POLE), CONTACTOR CABINETS. ON 33RD ST POWER GROUND PHOTOCELL„ � a KITS, CONDUITS, JUNCTION BOXES. , 3 KITS, FUSE MINIMUM OF 10' FROM LOT DRIVEWAYS (10' o ¢ - ON DETAILED SPECIFICATIONS, 3. LIGHTING POLES SHALL BE A 2. LUMINAIRES SHALL CONFORM TO CITY OF RENT RADIUS FROM POLE). - M GE MODEL NO.M 15OA2 OR EQUAL - ��� 80 �' - 0 1 8 3. ANY FACILITIES OR 'FIXTURES' NOT DETAILED ON SHEET LIGH ING - 2 SHALL CABINET EQUIPMENT: ' N ° STILL CONFORM TO CITY OF RENTON SPECIFICATIONS. - IS REQUIRED TO INSTALL POLE I.D. UMBERS PER CITY DECAL' 1. PIN TUMBLER TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYEDI °FOR 0 2" 4O 2 3 r 4. CONTRACTOR Q CX -1 WITH 2 KEYS. o m NUMBERING 'SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER. 2, 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 5. EACH LIGHT. POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH 3. WELDED SEAM CONSTRUCTION. 3Q 1:5" 40 - 2 3 JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX 4. DOOR, NTH CONCEALED HINGES (LEFT SIDE). SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET 5. INTERIOR -WHITE BAKED - ON ENAMEL _ LIGHTING 2 6. EXTERIOR GRAY - ETCH '- 2" MOUNTING FLANGE (TURNEDSINWARD)S ON ALL SIDES. 2 40 2 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ONLY. 8. 4 'A" x 16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS 9. 4 34" 'TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES: 5Q 1.5 40 - 2 - o SHALL BE 'LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR o THE 10 FOOT UTILITY EASEMENT. NOTES: 1. PAD' MOUNT DESIGN IS TYPICAL; CONTRACTOR SHALL UTILIZE - POINT POINT OF CONNECTION Tc, PUGET POWER , 8. THE LOCATION OF THE SERVICE ( ) SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE'. � MANUFACTURERS SPECIE oP��D.W. ��sF SHALL BE VERIFIED WITH THAT UTILITY. ALC SUBMIT FOR WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SH AVOID CUrnW uVERGRwND NOTE: PROPOSED DESIGN WITH PLAN, ELEVATION AND ANY RELEVANT unurr uNES trs cOSnr ES' APPROVAL A'PROPO TN _ W THEW. CONTRACTOR SHALL NOTIFY ALL: - UTILITIES CONCERNING THEIR FACILITIES RECOMMENDED p, 9.. '', '. ', �Eu nmo uTO1TY LOGA -noNs sHOWN .HENEON ARE c S PRIOR TO EXCAVATING VIEW ' FOR APPROVAL RESPONsaurY To DEmwNE THE * ' LOCATED WITHIN THE PROJECT LIMITS 48 HOUR SECTION VI Ir suLL sE THE caNTRACTO1e's D '''. 'ExACT:Mr7tTICAL AND:HpM COMM NCINGIDM SIMM 7N. UNDER- CROSSING OF UTILITIES. THE CONTRACTOR SHALL C D a AROUND OR UNDERGROUND (1RauNO ununES PwaR To cawENCUic caNSTeucTloN NO: °T •�FC� f • STE ; ., CHEMICALLY: BONDED � �� is'MADE,n+Ar:AU EwsnNa uTWTIES ARE SHDWN s ... � S; AND SHALL NOTIFY CHED WITH AASHTO M 164 L?6fOI'8 OU REPI�ITATE,E BE' RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIE 2, CABINET SHALL BE ATTA y sio � OINEEItASSUMESNORESPONSIBILITYFORurW11ES �j N_.E i � ': Dc.DCD BY: �, 2Y' ,. HFAEON....TFOi.EN .L AL. GE:" OUNTS. s ^ANCHOR INSTALLATIONS SHALL ". 2 oN. E' AFFECTED UTILITY 'AND THE CITY IMMEDIATELY UPON DAMAGE. ANCHORS TO EXISTiNGi PAD M NOT g11QXR1,.aR urwTlES NOT SHOW IN rHER PROPER LOGAII THE +, D cAUaaE�oRE tou DIM 1 -000- 424 - 5666 <. MANUFACTURERS RECOMMENDATIONS IN DRY CONDITIONS. BY Dig AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT. EXPIRES 5- 13-013 , I aOpFRORDUH6 OERNCE (uiU :,, snn wr vun wus sam .w wuo . Z nea _ o., -iov T -���/ SCANNED MAR 2 82003 r 0 F R 1. Z12 : : LIGHTING NOTES: 1. BEFORE ORDERING THE FOLLOWING PRODUCTS THE CONTRACTOR SHALL s SUBMIT THE MANUFACTURERS SPECIFICATION BULLETIN FOR CITY'S STAMP OF APPROVAL: STREET LIGHT STANDARD (POLE), LUMINAIRE, CONDUCTORS, SPLICE CL KITS, FUSE KITS, CONDUITS, JUNCTION BOXES, CONTACTOR CABINETS. 3 C ° ¢ 2. LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS, r, W GE MODEL NO.M -15OA2 OR EQUAL. N o 3. ANY FACILITIES OR FIXTURES NOT DETAILED ON SHEET LIGHTING - 2 SHALL STILL CONFORM TO CITY OF RENTON SPECIFICATIONS. 3 r 4. CONTRACTOR IS REQUIRED TO INSTALL POLE I.D. NUMBERS PER CITY DECAL ° m NUMBERING SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER. 5. EACH LIGHT POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET V) LIGHTING - 2. z 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ONLY. ° 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS U 3 SHALL BE LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR o THE 10 FOOT UTILITY EASEMENT. 8. THE LOCATION OF THE SERVICE POINT (POINT OF CONNECTION) TO PUGET POWER SHALL BE VERIFIED WITH THAT UTILITY. n 9. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES CONCERNING THEIR FACILITIES LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO EXCAVATING AROUND OR UNDERGROUND CROSSING OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES AND SHALL NOTIFY THE AFFECTED UTILITY AND THE CITY IMMEDIATELY UPON DAMAGE. d 10. AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT. Z and -4v- J%mrj SPECIAL NOTES: 1. CITY POWER (LIGHTING RUN) WILL NOT BE IN THE JOINT TRENCH WITH OTHER UTILITIES. 2. LIGHTING RUNS WILL BE 2' DEEP, 2'± SOUTH OF SOUTH EDGE OF SIDEWALK ON 3RD ST 3. LIGHTING 'POLES SHALL BE A MINIMUM OF 10' FROM LOT DRIVEWAYS (10' RADIUS FROM POLE). CABINET EQUIPMENT: 1. PIN TUMBLER - TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS. 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. 3. WELDED SEAM CONSTRUCTION. 4. DOOR WITH CONCEALED HINGES (LEFT SIDE). 5. INTERIOR - WHITE BAKED - ON ENAMEL. 6. EXTERIOR - GRAY - ETCH GALVANIZED SURFACE BEFORE PAINTING. 7. BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES. 8. 4 x 16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. 9. 4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES. NOTES: 1. PAD MOUNT DESIGN IS TYPICAL: CONTRACTOR SHALL UTILIZE ® SIZE SCH #2 #8 POWER OVER #14 PHOTOCELL 0 2" C 3 � of � O EXISTING E:iISTING BULGING HANG \I 40 V 2 N 3 Z FND 1/2" REBAR AND � - - \\ 7 1 3 Q Z 20" CEDAR 1? to CAPLS#9814 0.03N &0.33W 1 / i/ /// i ��� / /;J / 11 1.5" 40 - w i - ° -1169 05' o. FND 1/2" REBAR AND ° ° o 0 0 CAP "B &H LS #9814" 0.71 S & 0.14 W V 1 l "B" STA. 32" APLE w tx 48" APLE 3 +29.21 Z 12" 0 Y 14" PINE ��O In 0 a. ® a "C" STA. 8 +00= o 10" ELM _: 18" CEDAR 16• Fl W "A" STA. 0+97.2 , n o o [� O UP 8 O Q N 409 + 2 12" DOGWOOD n � Y p Q-i PC 0 68.80 PS TR SF "'' R VA T CEDAR J C00 I 24 "CEDAR ` 22" MA )LE 3 ry L7 10" MAPLE 10" MAPL % L - -- 8" MAPLE 6" MppL 6" MAPLE N© e " 8" MAPLE 1 MAPLE cryy a $ 2" IAAPLE ; " \- 2" PVC CONDUIT APLE ° w ry h SSMH RIM = 407.80 SCH 80 h k `� E = 399.1(W) WITHIN ROW N.E. 1 V 3rd C A W O 0 ° 0 ° . _.. ry a V � � "A" TA. 0 +00= "3R STA. 13+62.93 5 a r M o ° ° STREET LIGHT STANDARD 0 g ° WITH PHOTOCELL 2 1 1 2 PVC CONDUIT , �.S iA 12 +22± (19.75 LT) U N FIXTURE #1 r )2 SCH 40- TYPICAL TYPE 1 J -BOX Sl 4 SEE DET7SHT 2,OF 3 STREET; LIGHT STANDARD n STA 13 +71 18' LT STA 13 +62.88 18.3'± LT) FIXTURE 2 STA 12 +6 (19.75'LT) Of TYPE 1 J -BOX STREET LIGHT SEE DET. SHT 2 OF 2 ° SERVICE CABINET 9 SEE DET SHT 2 OF 2 LIGHTING NOTES: 1. BEFORE ORDERING THE FOLLOWING PRODUCTS THE CONTRACTOR SHALL s SUBMIT THE MANUFACTURERS SPECIFICATION BULLETIN FOR CITY'S STAMP OF APPROVAL: STREET LIGHT STANDARD (POLE), LUMINAIRE, CONDUCTORS, SPLICE CL KITS, FUSE KITS, CONDUITS, JUNCTION BOXES, CONTACTOR CABINETS. 3 C ° ¢ 2. LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS, r, W GE MODEL NO.M -15OA2 OR EQUAL. N o 3. ANY FACILITIES OR FIXTURES NOT DETAILED ON SHEET LIGHTING - 2 SHALL STILL CONFORM TO CITY OF RENTON SPECIFICATIONS. 3 r 4. CONTRACTOR IS REQUIRED TO INSTALL POLE I.D. NUMBERS PER CITY DECAL ° m NUMBERING SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER. 5. EACH LIGHT POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET V) LIGHTING - 2. z 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ONLY. ° 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS U 3 SHALL BE LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR o THE 10 FOOT UTILITY EASEMENT. 8. THE LOCATION OF THE SERVICE POINT (POINT OF CONNECTION) TO PUGET POWER SHALL BE VERIFIED WITH THAT UTILITY. n 9. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES CONCERNING THEIR FACILITIES LOCATED WITHIN THE PROJECT LIMITS 48 HOURS PRIOR TO EXCAVATING AROUND OR UNDERGROUND CROSSING OF UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES AND SHALL NOTIFY THE AFFECTED UTILITY AND THE CITY IMMEDIATELY UPON DAMAGE. d 10. AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT. Z and -4v- J%mrj SPECIAL NOTES: 1. CITY POWER (LIGHTING RUN) WILL NOT BE IN THE JOINT TRENCH WITH OTHER UTILITIES. 2. LIGHTING RUNS WILL BE 2' DEEP, 2'± SOUTH OF SOUTH EDGE OF SIDEWALK ON 3RD ST 3. LIGHTING 'POLES SHALL BE A MINIMUM OF 10' FROM LOT DRIVEWAYS (10' RADIUS FROM POLE). CABINET EQUIPMENT: 1. PIN TUMBLER - TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS. 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL. 3. WELDED SEAM CONSTRUCTION. 4. DOOR WITH CONCEALED HINGES (LEFT SIDE). 5. INTERIOR - WHITE BAKED - ON ENAMEL. 6. EXTERIOR - GRAY - ETCH GALVANIZED SURFACE BEFORE PAINTING. 7. BOTTOM OPEN - 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES. 8. 4 x 16" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS. 9. 4 TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES. NOTES: 1. PAD MOUNT DESIGN IS TYPICAL: CONTRACTOR SHALL UTILIZE "B" STA. 5 +`90= "3RD" STA. 11+19.65 A, 10 +69.7± (21.5 LT)/ PE 1 J -BOX STREET LIGHT STANDARD . FIXTURES STA 10 +65.7± (21.5' LT) SEE DET. SHT 2 OF 2 w. OVERHANGING STREET LIGHT ON W SIDE OF UNION -1.5' FROM FL TO CENTER OF POLE 24'± MOUNTING HEIGHT, w. 10' ARM 150 WATT MERCURY VAPOR w. CUTTOFF GRAPHIC SCALE 2D O b D b (up) P inch - 20 R T- 13081302 NOTE: EXISTING STREET LIGHT ON POWER PALE - WEST SIDE APPROX. 120 ± S OF INTERSECTION 24'± MOUNTING HEIGHT, w. 8' ARM 200 WATT HIGH PRESSURE SODIUM CONDUIT AND WIRE SCHEDULE ® SIZE SCH #2 #8 POWER ° #14 PHOTOCELL 0 2" � 3 _ - O 0 2" 40 - 2 1 3 AS 1.5" 40 - 2 1 3 Q 20" CEDAR 20" CEDAR - 2 1 - 0 1.5" 40 - 2 i - l o. 1 "B" STA. +98.83= w 3 +29.21 Ld 0 a. z Y CEDAR 24 "CEDAR O "B" STA. 5 +`90= "3RD" STA. 11+19.65 A, 10 +69.7± (21.5 LT)/ PE 1 J -BOX STREET LIGHT STANDARD . FIXTURES STA 10 +65.7± (21.5' LT) SEE DET. SHT 2 OF 2 w. OVERHANGING STREET LIGHT ON W SIDE OF UNION -1.5' FROM FL TO CENTER OF POLE 24'± MOUNTING HEIGHT, w. 10' ARM 150 WATT MERCURY VAPOR w. CUTTOFF GRAPHIC SCALE 2D O b D b (up) P inch - 20 R T- 13081302 NOTE: EXISTING STREET LIGHT ON POWER PALE - WEST SIDE APPROX. 120 ± S OF INTERSECTION 24'± MOUNTING HEIGHT, w. 8' ARM 200 WATT HIGH PRESSURE SODIUM CONDUIT AND WIRE SCHEDULE ® SIZE SCH #2 #8 POWER #8 GROUND #14 PHOTOCELL 0 2" 80 3 - - - 0 2" 40 - 2 1 3 AS 1.5" 40 - 2 1 3 Q - 2" 40 - 2 1 - 0 1.5" 40 - 2 i - MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE PVp � W WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT FOR NOiE" Qb4Ytgy SF� APPROVAL A PROPOSED DESIGN WITH PLAN, ELEVATION AND ANY RELEVANT AVON amINC UNDERGROUND SECTION VIEW. RECOMMENDED unLmr LRffS irs a DWNG UTILITY LOCATIONS SHOWN HEREON ARE APPROXDAATE ONLY. «r FOR APPROVAL Cal I IT SHALL BE VE CONTRACTOR'S RESPONSIBtITY TO DETEM�NE THE i EXAM VERTICAL AND HORIZONTAL LOCA110011 OF ALL EX57M UNDER- 2 2. CABINET SHALL BE ATTACHED WITH AASHTO M 164 CHEMICALLY BONDED BY ,F« /1 aaec. GROUND LiTNJTIES PRN7R 10 C01pNENCpNG O. NO ° before y0U RE M9ENTA7M IS MADE THAT ALL STM UTns1�s ARE SHOWN ss ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALLATIONS SHALL BE PER BY HEREON. 'RE EHCx ER ASSUMES NO QTY FOR UMMES /O 'AL MANUFACTURER'S RECOMMENDATIONS IN DRY CONDITIONS. D ;g • NOT SHOWN CALL BEFORE °R T �0� OWN 800 PROPER LOCATION. _ LWDERGROUND 319111A E (USA) �EXPIRES �u"us a.IM SCANNED OCT 0 8 Z6tX4