HomeMy WebLinkAboutT-215201A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23N, RANGE 5E
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W. Grady 'rally Way
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I.E. =13.30
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FLAT LENS COBRA HEAD 150 WATT HPS, 240 VOLT
MEDIUM CUTOFF, TYPE II DISTRIBUTION ON 25' DAVIT
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POLE WITH 8" ARM
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( EXISTING LUMINAIRE
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CONCRETE HANDHOLE, WSDOT J -11a TYPE 1
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1 -112 C. SCHEDULE 40, 2 #8 1 #10 GRND.
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2" C. SCHEDULE 80, 2 #8, 1 #10 GRND.
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2" C. SCHEDULE 80, 3 #1, 1 #6 GRND.
STANDARD SPECIFICATIONS AND THESE PLANS.
USE -XLP CONDUCTORS REQUIRED
16 7 16 8 16 7 16 7 16 7 16 7
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LUMINAIRE LABELING SCHEDULE
RENTON
CODE #
STATION
OFFSET
MTG.
HEIGHT
ARM
LENGTH
LAMP
WATTAGE
CIRCUIT
NUMBER
FIXTURE
GE #
REMARKS
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1+35
24'L
25'
8'
150
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M250A2
SENECA
0 +75
24'L
25'
8'
150
16 8 g17
M250A2
12TH
ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS.
2 +65
24'L
25'
8'
150
M250A2
12TH
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GENERAL CONSTRUCTION NOTES
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ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON
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TYPICAL 3 PLACES
STANDARD SPECIFICATIONS AND THESE PLANS.
16 7 16 8 16 7 16 7 16 7 16 7
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16 7 16 7
THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON
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FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE.
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TYPICAL 8 PLACES
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THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE
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VER FIED I THE FIELD BY THE CONTRACTOR AS NECESSARY.
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ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS.
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THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY
10
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AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL
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COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT.
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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.
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON FIELD
INSPECTION DIVISION (277 -5570) FOR INSPECTION PURPOSES, 24 HOURS
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BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT
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HAS BEEN EXAMINED BY THE INSPECTOR.
CONDUIT UNDER ROADWAY SHALL BE P.V.C. SCHEDULE 80 AND ALL
OTHER CONDUIT SHALL BE P.V.C. SCHEDULE 40.
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ALL CONDUIT COVER SHALL BE 24 INCHES.
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MAINTAIN CLEARANCES FROM FEATURES SUCH AS PROPERTY LINES.
LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY OTHER FEATURES.
MINIMUM CLEARANCE FROM DRIVEWAYS SHALL BE 10 FEET, MINIMUM
PROPOSED STREET
R/W LINE
10'
CLEARANCE FROM CURB SHALL BE 30 INCHES.
CONTINUITY AND MEGGER TESTS SHALL BE CONDUCTED AND ANY
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DEFECTS NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE
ONTA CTOR CABINET
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OF THE ELECTRICAL SYSTEM FOR STREET LIGHTS.
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PROVIDE AS -BUILT DRAWINGS AT COMPLETION OF PROJECT_
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I 168 168 167
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V rtical Datum:
5D
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.,
City of Renton
B.M. 11081
2
R.R.spike 0.8' up Nface of
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Power pole at S.W. corner of
Seneca Ave. S.W. & S.W.12th St.
75' 12th (\\L
EEV_ 1759
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W.
NOTE DRAWING PREPARED PER
TOPOGRAPHICAL SURVEY BY
MOTE LAND DEVELOPMENT"
"Job JOS020 Holmes Electric
STA 3 +00.78 SENECA
Soturn(Renton site) "
= STA 0 +00 (SW 12th
15 z
CITY OF RENTON
LEGEND
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DEPABTMENT of PUBLIC WOPM
EX /STING PROPOSED
EX /STING PROPOSED
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WARNER ENGINEERING
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P��H'�f�- -7 S—Q�
SA TURN AUTOMOB /LE DEA L ERSH /P
STREET LIGHTING PLAIV
STORM SEWER _gp—
WATER METER o
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SENECA AVE SW AND SW 12th ST.
SANITARY SEWER MAIN — 5S
- WATER MANN —_F-
WATER VALVE
5122 G� fTl IC Dr. NW GffIC2. 206 - 858 -8577
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MmED: GEW
DAM 6/23/94
nL NAME
CATCH BASIN ■
FIRE HYDRANT .6.
SUMP B204 Fax 206- 858 -8579
5 AL
DRAWN: ELR DRAFTING
�d P' " =20'
DE,D DDDK: PARE
MANHOLE
TELEPHONE RISER
LIGHT POLE
U771ITY POLE
Gig
GI Harbor, WA 98335
REVISION
BY
APPR.
DAZE
CHECKED:
APPROVED:
EEP
SH : 16 OF : ZO
FE---S 9/21 �
ND.
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