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Home My WebLink AboutT-30830122 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 : :