HomeMy WebLinkAboutWTR2703239.10'Aw
_ EXISTING REST EXISTING REST ROOM BUILDING
ROOM BUILDING
APPROXIMATE
LOCATION OF
PROPOSED
GENERATOR :
BUILDING
EJB ��"' PER RFI-055, HALF STREET BOOSTER PUOMP STATION -'
a
0 30® OVERLAY WAS ELIMINATED FROM APPROXIMATE LOCATION OF
THE CONTRACT EXISTING NORTH TALBOT —
y TELEMETRY PANEL.
CENTERLINE OF PROPOSED POWER AND SIGNAL
I
EXISTING UTILITY POLE. TERMINATION OF
PRIMARY SERVICE AT EXISTING UTILITY
POLE BY P.S.E.
APPROXIMATE LOCATION OF
PROPOSED UNDERGROUND
PRIMARY SERVICE CONDUIT.
L5 HALF STREET OVERLAY. SEE APPENDIX A' APPROXIMATE LOCATION OF
CONDUITS TO EXISTING BOOSTER PUMP STATION
\ wv i FOR CITY OF RENTON STANDARD PATCH TRANSFORMER VAULT. SEE DWG NO. E03 FOR EXISTING NORTH TALBOT
°` lg \ EH _ SWITCHBOARD.
-. N, � _ .� AND OVERLAY FOR FLEXIBLE PAVEMENT. CONDUIT AND CONDUCTOR REQUIREMENTS. �_-
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PROVIDE STORM DRAIN INLET 70' _--_---_ - .- — — -
PROTECTION PER DETAIL ON _ _
DWG N0. cat (TYP OF 2). Al/ _ _. �- I _ --�, --_- 19>
1-0" MIN. -�� PROPOSED SIGNAL .� 99 a�
FH '
I I =r �� HANDHOLE AND VAULT `�S` TBM "B'=180.40'
..OWFp wM �; !
PROPOSED POWER (MAG NAIL W/WASHER).
REF. HANDHOLE AND VAULT
PER �p� EXISTING SERVICE TRANSFORMER.
CONSTRUCTION STAGING AREA. / /�\\ �� \\ ' I COP-013 CONTRACTOR SHALL RESTORE AREAS SEE PICTURE 4 THIS SHEET.
/ / \\ \\ „ \ \\ F EFFECTED B , CONSTRUCTION WHICH ARE
EXISTING UTILITY/ /I // 6 p� ; �-� OUTSIDE OF THE PROPOSED LANDSCAPING
POLE. TERMINATION / // \\ 1 o„p // \\ � �� � 12 -0„ WI ASPHALT AREA TO EQUAL OR BETTER CONDITION.
OF PRIMARY // // \\ �\ ,� r DRIVEWAY PE TAIL
SERVICE AT ® ,! / // \�\ // \\ �I �� SEE DWG NO. CONCRETE ENCASED CONDUIT (TYPICAL).
EXISTING UTILITY ! / // V// %
PROVIDE APPROX. 65 LF OF SILT
POLE BY P.S.E. ! \ /` / \\�/ li-====____==___=_ ----------------_ =i� FENCE. SEE APPENDIX D FOR DETAIL.
NORTHEAST CORNER OF
PROPOSED /\\ PROPOSED BUILDING: 1 i� PROPOSED GENERATOR BUILDING.
UNDERGROUND ! / 5 N 171790.07 f
PRIMARY POWER �, <\ 0 E 1300108.79 II }
SERVICE SIDEWALK. SEE DWG NO. S07 FOR DETAIL. 0
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WSP
:XISTING WATER MAIN, 1,
APPROX. 20' DEEP
\T_R
\_ (L� N88'32 49 W
■ ' a
ROADWAY RESTORATION PER PROPOSED PAD -MOUNT j
CITY STANDARD DETAIL H032.1. UTILITY TRANSFOPMFP ® i
SEE APPENDIX FOR DETAIL.
NOTE:
- CONTRACTOR SHALL MAINTAIN ACCESS TO
PARK DURING CONSTRUCTION,
- SEE DWG NO. CO2 FOR TESC NOTES
APPLICABLE TO THIS PROJECT SITE.
I SOUTHEAST CORNER OF
PROPOSED BUILDING:
REMOVE N 171767.40
APPROXIMATELY I ! E 13'00151.46
25 LF OF OF
EXTRUDED CURB CLEARING LIMITS.
PER CCD-006, INSTALL CURB PER RFI-003, THE FENCE IS A
ALONGa�(.3) SIDES TO RETAIN p�RMANENTOFENCE & NOT A
"— CONSTRUCTION LIMITS.
° TBM "A"=201.65'
(REBAR W/CAP).
PROPOSED UNDERGROUND
-- POWER SERVICE
SECOND =..
SURVEY CONTROL DEFINITION
HORIZONTAL DATUM: NAD 83/91
DATUM ESTABLISHED BY HOLDING THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL
MONUMENTS #S 230, 612, 1160 AND 1882.
NOTE: COORDINATES ASSOCIATED WITH THIS DRAWING ARE WASHINGTON STATE PLANE, NORTH ZONE, GRID
COORDINATES DETERMINED BY HOLDING THE GRID COORDINATE AT CITY OF RENTON SURVEY CONTROL POINT #
1882, THE DISTANCES SHOWN ON THIS DRAWING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN
ON THIS DRAWING TO STATE PLANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF
1.00000140801.
BENCHMARKS:
LABEL
NORTHING
EASTING
ELEVATION
TBM "A" (REBAR W/CAP)
171738.02
1300078.27
201.65'
TBM "B" (MAG WASHER)
171845.33
1300459.36
180.40'
THE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2005. THE CONTRACTOR
MAY FIND VARIATIONS BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
h
HANDHOLE AND VAULT
ELECTRICAL NOTES
1. ALL PROPOSED HANDHOLES SHALL BE INSTALLED WITH LIDS BOLTED TO THE HANDHOLE
FRAME AND COVER FOR LOCKING PURPOSES.
2. ALL PROPOSED CONDUIT TERMINATIONS IN HANDHOLES SHALL HAVE BELL END CONNECTORS.
3. ALL PROPOSED HANDHOLE COVERS SHALL BE GROUNDED PER N.E.C.
4. SEE ONE -LINE DIAGRAM ON DWG NO. E03 FOR CONDUIT AND CONDUCTOR REQUIREMENTS.
5. EXISTING CONDUIT FOR PROPOSED POWER CONDUCTORS.
6. WHEN EXISTING HANDHOLES ARE TO BE REUSED, CONTRACTOR SHALL REMOVE EXISTING
HANDHOLE LIDS, LID FRAMES, AND COVERS AND SHALL PROVIDE UTILITY VAULT CO. OR EQUAL
LIDS, LID FRAMES, AND COVERS ON ALL EXISTING HANDHOLES. PROPOSED HANDHOLE LIDS
SHALL BE INSTALLED WITH LIDS BOLTED TO THE HANDHOLE FRAME AND COVER FOR LOCKING
PURPOSES. SEE DETAILS ON DWG NO. E08 FOR MORE INFORMATION.
7. CONTRACTOR SHALL ROUTE CONDUITS FROM PROPOSED NORTH TALBOT GENERATOR
BUILDING SIGNAL CABINET TO THE EXISTING TELEMETRY PANEL LOCATED IN THE NORTH TALBOT
BOOSTER PUMP STATION.
8. HANDHOLE LIDS SHALL BE PERMANENTLY MARKED FOR THEIR INTENDED USE, "SIGNAL" FOR
ALL SIGNAL AND INSTRUMENTATION HANDHOLES AND "ELECTRICAL" FOR ALL POWER
HANDHOLES. PERMANENT MARKING LETTERING SHALL BE 3" MINIMUM. USE RAISED WELD BEAD.I
ELECTRICAL ROOM ENTRANCE.
EXISTING NORTH TALBOT BOOSTER PUMP
STATION SERVICE TRANSFORMER.
l o S88'32'49"E TRANSFORMER TO BE REMOVED BY PUGET
58.47' SOUND ENERGY. SEE NOTE 2 ON DWG NO.
E03 FOR MORE INFORMATION.
PROPOSED NORTH TALBOT
GENERATOR BUILDING SITE PLAN
1" = 20'-0" EXISTING CONCRETE.
%W403239 10
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
Pax '/
Oi 11 2007
/
RH2 ENGINEERING INC. DATE
EXISTING JUNCTION BOX TO BE
REUSED THIS CONTRACT.
APPROXIMATE LOCATION FROM
WHICH PHOTO WAS TAKEN.
NO.
EXPIRES 3 19 20088,
SIGNED.- 07128106
EXPIRES 7/15/2009
SIGNEk 07-128106
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mcilbox®rh2.com
1.800.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Rood
425.�5?.540G
12100 NE 195th Street, Suite 100
7ATCHEEOFFIC
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsop Street, Suite 101
SCALE: SHOWN
0 Z„ 2„
DRAWING IS NOT TO SCALE
EXISTING NORTH TALBOT BOOSTER PUMP STATION IF gAR IS NOT 2" 1_oNc
REVISED TO CONFORM TO CONSTRUCTION RECORDS
REVISED PRIMARY UTILITY POLE LOCATION
REVISED TRANSFORMER LOCATION
REVISED PER ADDENDUM NO. 2
REVISION
?_0T: 20
we No.
C08
ENG�NFER: DJB
CMR
MLM
11 /01 /07
REVIEWED: MM
CMR
MLM
04/18/07
DATE: NOV 9, 2007
SH F N0
NLA
MLM
2/6/07
utiEwT REN
RPC
MLM
09/06/06
Joe No.: 105-079
733
BY
REVIEW
DATE
FILENAME: GEN-D-CO8