HomeMy WebLinkAboutWWP2703628.9APPROXIMATE LOCATION OF GAS
MAIN, INSTALLED BY OTHERS
PROPOSED ELECTRICAL SYSTEM P1
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PROPOSED LIFT STATION SITE, SEE DWG NO.
E04 FOR MORE INFORMATION.
ELECTRICAL DOTES
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INSTALL BOLLARDS AROUND TRANSFORMER AS
NECESSARY PER PSE STANDARDS AND REQUIREMENTS
FOR PROTECTION OF PAD —MOUNT TRANSFORMER.
1. EXISTING UTILITY POLE. PUGET SOUND ENERGY SHALL PROVIDE PRIMARY SERVICE
CONNECTION AT TOP OF POLE.
2� 2. PROPOSED PRIMARY UNDERGROUND POWER SERVICE. CONTRACTOR SHALL PROVIDE
TRENCHING, BACKFILL AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS.
PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL CONDUIT. PUGET SOUND ENERGY
SHALL PROVIDE AND INSTALL PRIMARY POWER SERVICE CONDUCTORS.
3�3. PROPOSED PAD —MOUNT TRANSFORMER. CONTRACTOR SHALL PROVIDE EXCAVATION
AND RESTORATION FOR INSTALLATION OF TRANSFORMER VAULT PER PUGET SOUND
ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL
TRANSFORMER VAULT AND PAD —MOUNT TRANSFORMER. PUGET SOUND ENERGY SHALL
TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF TRANSFORMER.
TRANSFORMER FRONT SHALL FACE WEST. TRANSFORMER SHALL HAVE 10' OF
CLEARANCE IN FRONT OF TRANSFORMER AND 3' OF CLEARANCE ON SIDES AND REAR
OF THE TRANSFORMER.
4. PROPOSED SECONDARY POWER SERVICE, HCONTRACTOR SHALL PROVIDE
TRENCHING, BACKFILL AND RESTORATION. CONTRACTOR SHALL PROVIDE AND INSTALL
CONDUITS AND CONDUCTORS FOR SECONDARY POWER SERVICE PER TYPICAL TRENCH
DETAIL, SEE DWG N0. E06.
XXX 5. SEE DWG N0. E02 FOR CONDUIT/CONDUCTOR SCHEDULES.
6. INSTALL CONDUIT UNDER ROADWAY PER PUGET SOUND ENERGY AND KING COUNTY
STANDARDS. PROVIDE TRAFFIC CONTROL AS REQUIRED.
PROPOSED ASPHALT CONCRETE PAVING, BY OTHERS
EXISTING ASPHALT CUT LINE,
CONTRACTOR SHALL STAY
WITHIN EXISTING CUT LINES
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SAND BEDDING MATERIAL PER
WSDOT SPECIFICATION 9-03.13
NATIVE MATERIAL COMPACTED TO 95%
PER ASTM D1557 OR AS REQUIRED
PER PLAN
EXISTING ASPHALT PAVING
NATIVE MATERIAL COMPACTED TO 95%
PER ASTM D1557 OR AS REQUIRED
PER PLAN
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0.0.0.0.0.a.\\ \ /\/\\/\\ PROVIDE 4 COMPACTED DEPTH OF
\\/ o,' /\//\//\// / \ 5/8—MINUS CRUSHED ROCK, COMPACTED /
\ /\\\/\\\/\\\/\\/\\/\\ \\\ ' TO 95% MAXIMUM DENSITY OR AS 9" /\
(30 0 o a o o //\//\//\//\//\//\//\� REQUIRED PER PLAN
/\\\/\\/N RED ELECTRICAL WARNING TAP 6" MI \ 3 MIN
„
6" MIN 3" MIN \//\//\//\//\// \ CENTERED OVER EACH CONDUIT
IN TRENCH (TYP )
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3" MIN
\ /\\\/\\\/\\/\\\/\\\/\\ �� PRIMARY SERVICE ELECTRICAL CONDUIT.
SUPPLIED AND INSTALLED BY PSE
ELECTRICAL CONDUIT ///\///\//j//j//j///\// EXISTING 12 SEWER
3' M I N
DETAIL 03 TYPICAL TRENCH DETAILS.
NOT TO SCALE
NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE
CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION.
UNDERGROUND PRIMARY POWER SERVICE. MAINTAIN
SEPARATION TO OTHER UTILITIES PER PSE
REQUIREMENTS AND DETAIL BELOW.
ELECTRICAL SIT-E PLAN
1 2) = 20)
RED ELECTRICAL WARNING TAPE
CENTERED OVER EACH CONDUIT
IN TRENCH (TYP)
3" MIN
DETAIL
5' W X 7' L PRIMARY POWER PULL VAULT
PROVIDED AND INSTALLED BY PSE.
CONTRACTOR SHALL PROVIDE EXCAVATION,
BACKFILL, AND RESTORATION FOR
INSTALLATION OF PROPOSED VAULT. SEE
PHOTO A THIS SHEET FOR MORE
INFORMATION.
RESTORE SURFACE TO EXISTING CONDITION
OR BETTER PER PLAN. ROADWAY SECTION ON
SCHOOL PROPERTY SHALL MATCH EXISTING
ROADWAY SECTION
SAND BEDDING MATERIAL PER
WSDOT SPECIFICATION 9-03.13
EXISTING 12" SEWER
NOTE: EXISTING 1 1/2" Al
PVC CONDUIT
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NOTE: EXISTING 4"
PVC WATER MAIN
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EXISTING OVERHEAD <77" I E N T 1ST S
PRIMARY POWER SERVICE
RH2 ENGINEERING, INC.
http://www.rh2.com
mailbox0rh2.com 1.800.720.803z
BELLINGHAM 360.676f,:°
454 West Horton Road
BOTHELL 425.951.5400
22722 29th Drive SE, Suite 210
EAST
WENATCHEE 509.886.2900
300 Simon Street, Suite 5
RICHLAND 509.946.5181
114 Columbia Point Drive, Suite C
SILVERDALE 360.876.79W
2021 NW Mhyre Rd, Suite 107
TACOMA 253.272.3OS9
621 Pacific Avenue Suite 104
SCALE: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
_ IF BAR IS NOT 2" LONG
RECORD DRAWING PLOT: 20 DWG N0,
REVISED TO CONFORM ENGINEER: CCA E02
TO CONTRUGTIO RECORDS
REVIEWED: MLM
04/25/12 DATE. Jul 23, 2013 s"E-
9
RH2 RING INC. DATE CLIENT: REN
REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 Joe No.: 112-033
NO. REVISION BY REVIEW DATE FILENAME: LIBHS—D—EO3.DWG
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