HomeMy WebLinkAboutT-287403° o LIGHTING NOTES:
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W a o W 5 Su VICrCABZrr 11Srxx Y-MUTINOCONTRoL&TRA CSmGNw 1. BEFORE ORDERING THE FOLLOWING PRODUCTS, THE CONTRACTOR SHALL
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COMPONENT Scl- iPDCn.E SUBMIT THE MANUFACTURERS SPECIFICATION BULLETIN FOR CITY'S STAMP OF
MBrBZBASE:IOOAMP -s sAw,Awr12131a, APPROVAL: STREET LIGHT STANDARD (_POLE). LUMINAIRE, CONDUCTORS, SPLICE
(CONTRACTOR TO VERIFY W . A SERVING L(Wr TI'17 ' S BLOCxs) KITS, FUSE KITS, CONDUITS, JUNCTION BOXES, CONTACTOR CABINETS.
I ♦� PANELBOARD: 120240 VAC, 100 AMP, I PHASE- 3 WIRE, COPPER BUS 2. LUMINAIRES SHALL CONFORM TO CITY OF RENTON DETAILED SPECIFICATIONS,
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VIES INCHOUSEBABBOLT- ONBRFA : GE MODEL NO.M -15OA2 OR EQUAL.
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- 20/2 BZ.UbIINATION BRANCH 3. ANY FACILITIES OR FIXTURES NOT DETAILED ON SHEET LIGHTING - 2 SHALL
EXIST PP - 3 -sw1 SIGNAL BRANCH
W. OVERHANGING STREET LIGHT I - 1511 CONTROL. CSCrBRANCH STILL CONFORM TO CITY OF RENTON SPECIFICATIONS.
LW ON E SIDE OF MEADOW O COFACTOR: LIGHTING RATED ,2POLE,120 VAC COIL, TE /GOULD#=2 Ea320AA 4. CONTRACTOR IS REQUIRED TO INSTALL POLE I.D. NUMBERS PER CITY DECAL
O PLACED BY CE - QUnu� NUMBERING SYSTEM AND AS DIRECTED BY THE TRAFFIC ENGINEER.
Z I -1' FROM EOP TO EDGE OF POLE Q TERx wAL BLOCK To PtrmoTE PHOTO EI.ECr1uc CELL -
A 5. EACH LIGHT POLE SHALL HAVE AN INDIVIDUAL 3' x 7' CONCRETE PAD WITH
r €[ Q PHoro- cm.LBYPAss swrra� srsT, is AMP, z7-7 vwc JUNCTION BOX AS DETAILED ON SHEET LIGHTING - 2. EACH JUNCTION BOX
® O6 GROUND FAULT RECEPTACLE, 120 VAC, DUPLEX 20 A SHALL HAVE INDIVIDUAL 3' x 3' CONCRETE PAD AS ALSO DETAILED ON SHEET
LIGHTING - 2.
CAB24ET: NEMA 3R. PADMOUNT, #12 GA PREGALVANTLED STEEL CONSTRUCTION
2SC7=*= AND GA«DVENM 6. PHOTOCELL SHALL BE INSTALLED ON LIGHT FIXTURE NO. 1 ON .Y.
DOORS: HEAVY DUTY CXONC Z 1T= HINGFS (LIFT�4'F TYPE)
a G4 PALO(XAHLESr SSWnSOWWINVA�RIDOOR POLrTLArcx 7. ALL FIXTURES INCLUDING POLES, JUNCTION BOXES, HANDHOLES AND CABINETS
AI 1s oo GRAPHIC SCALE ���NE�c•«. CARDHOLDER
Z SHALL BE LOCATED BEHIND THE SIDEWALK EITHER IN THE RIGHT -OF -WAY OR
FL`II58:POLYESTERPOWDPRCOAT. ALLIMIIiL)MOLTrSIDE, WHTi- c.LYSIDE THE 10 FOOT UTILITY EASEMENT.
Z.i Z m o o zo a m 8. THE LOCATION OF THE SERVICE POINT (POINT OF CONNECTION) TO PUGET POWER
E- SHALL BE VERIFIED WITH THAT UTILITY.
IN T'lSET) � i 1 inch = 20 tt .� 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
HJ?70lI e - "°" "r`" THE AFFECTED UTILITY AND THE CITY IMMEDIATELY UPON DAMAGE.
10. AS -BUILT DRAWINGS SHALL BE REQUIRED UPON COMPLETION OF THE PROJECT.
EXIST PP 11 EXTEND 1 1 2" CONDUIT SCH 40 NO STREET LIGHT TO 2 BEYOND PVM'T - PROVIDE SPECIAL NOTES:
WATER TIGHT CAP AT END 6_�zr _ -}- -I z. wiai is scHeMan�
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1. CITY POWER (LIGHTING RUN) WILL NOT BE IN THE JOINT TRENCH WITH OTHER,
N i z oewc"ao rT UTILITIES.
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' o o 2. LIGHTING RUNS WILL BE 2' DEEP, 2'f NORTH OF SOUTH EDGE OF SIDEWALK
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UL T TOTED PER STANDARA #508 CITY OF RENTON.
.a.e bA s� era. SERVICE CABINET SERMS 47700 -F-.' 3. LIGHTING POLES SHALL BE A MINIMUM OF 10' FROM' LOT DRIVEWAYS (10'
°o z ° Z h STA 14 +80 23.5' RT
W o a r n STREET LIGHT STANDARD o 9 -23 -91 M £:BI"Tr (Re ced3 -1699) RADIUS FROM POLE).
' o rn v l SEE DET. SHT 2 OF 2 0
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=z� CABINET EQUIPMENT:
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h.G.j 1. PIN TUMBLER - TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR
U �,o STA 14 +80 19.5' RT) STA 14 +77 (23.5' RT) �C?� PSE TRANSFORMER VAULT CX -1 WI1N 2 KEYS.
2 TYPE 1 J -BOX STREET LIGHT STANDARD' Nw °� APPROXIMATE LOCATION 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL.
�LW _ SERVICE CABINET �aW COORD.,WITH PSE 3. WELDED SEAM CONSTRUCTION.
I SEE DET THIS SHT ^o1 4. DOOR WITH CONCEALED HINGES (LEFT SIDE).
!R &F TYP 5. INTERIOR - WHITE BAKED ON ENAMEL.
a SSS TYP 6. EXTERIOR - GRAY - ETCH GALVANIZED' SURFACE BEFORE PAINTING.
' 7. BOTTOM OPEN- 2" MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES.
z 7 t = W 9. 4 "' TRIANGULAR SHED ANCHOR BOLTS NUTS AND WASHERS.
�$ O m L
8. 4 x 16 GALVANIZED
SHAPED CORNER LOCK-DOWN PLATES.
NOTES:
1. PAD MOUNT DESIGN IS TYPICAL: CONTRACTOR SHALL UTILIZE
_ _ o r - -- -- MANUFACTURER'S SPECIFICATIONS TO ASSURE PROPER FIT OF CABINET ON BASE
o WITH RESPECT TO CONDUIT PLACEMENT. CONTRACTOR SHALL SUBMIT FOR
' R ��° L. N VIEW. PROPOSED DESIGN WITH PL ELEVATION AND ANY RELEVANT
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� ' '- -- SECTION A PR
EXIST PP 1 L�J - - - - - -- 2. CABINET SHALL BE ATTACHED WITH AASHTO M 164 CHEMICALLY BONDED
NO STREET LIGHT e -
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DE OF N 32ND I ANCHORS TO EXISTING PAD MOUNTS. ANCHOR INSTALLATIONS SHALL BE PER
ON N S
MANUFACTURER'S RECOMMENDATIONS IN DRY CONDITIONS.
PLACED BY CE
17'f FROM EDGES j
EASEMENT POLE ON GRAVEL DRIVE
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m ` EXTEND 1 1 2" CONDUIT SCH 40
TO 2' BEYOND PVM'T - PROVIDE
WATER TIGHT CAP AT END
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r �I NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
_ EXACT VERTICAL AND HORIZONTAL LOCATION. OF ALL EXISTING UNDER -
EXIST PP GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
Z REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
_O �:_:i HAS STREET LIGHT O I` HEREON. THE ENGINEER ASSUMES NO RESPONSIBWTY FOR UTIUTIES
rn - { ON N SIDE OF N 32ND (� S 1 NOT SHOWN OR UTIURES NOT SHOWN IN THEIR PROPER LOCATON.
PLACED BY CE P�� Zq� , / CALL BEFORE YOU DIG: 1-800-424-5555 ( 4 C5
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5'7 "t FROM EOP TO EDGE OF POLE UNDERGROUND SERVICE (USA)
8'9 "t FROM POLE EDGE TO LAMP ��.JOHy OPgfDWA�yq;Fi
22't LAMP HEIGHT �p� ewnS Oy AVOID CUTTING UNDERGROUND
21't MOUNTING HEIGHT, -18' TO CT,THEN -3' MORE o unun uNES Irs cosTLr RECOMMENDED
13-+00 - Call FOR APPROVAL �3*
POLE #(S): 319298„ 166251
LIGHT #: 10 �0� •ro,srE ��Jem BY �'" *. C/ S 84 ..;t� 4
MAY HAVE PHOTO CELL ON TOP OF LAMP °Na1LAxDy before you o �SONAi E��k
EXPIRES g 21'O�j Dig. BY
EXPIRES 5/ -13 -01
z SCANNED FEB 1512002 s,w"
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�f' ?St o a, sCr �aNEL OCT 4 2GJ' ,
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