HomeMy WebLinkAboutWTR2703239.2NOTE:
EXISTING TREES RANGE IN
SIZE FROM 3 TO 20 INCHES.
H
��
EXISTING MT. OLIVET BOOSTED PUMP
STATION. MINOR MODIFICATIONS REQUIRED'.
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BRONSON WAY NE
140 141 — - _ 142 _ 143 144 145 14" F
145 146 147 "
150 2 F
12 M 1 —12"M/ 10" M
26"F 14"M(2)
10"C 12"F "M
20"C 1'5212"C 12"C , s •
10"F 2"F f 18 r _u f P
51 7 4"C
10"F},
20"C 16" F' s V }
rf&
iso
0
10"CY
10"F
rt �d
\ N
\ L
TBM "H"=152.56'
(LEAD /TACK)
ASPHALT
PARKING
EXTRUDED CURB TO REMOVE APPROX.120 LF OF 6'
EXISTING DRIVEWAY
REMAIN IN PLACE CHAINLINK FENCE AND GATE. EXISTING VEGETATION TO
EXISTING ROCKERY TO EXISTING GATE BE REMOVED
I REMAIN IN PLACE`
j }
�12. F REMOVE APPROX. 60 LF OF 6' ®
CHAINLINK FENCE AND GATEAf
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n f '/ !. !
j EXISTING FIRE HYDRANT AND BOLLARDS
1 TO BE RELOCATED. SEE DWG NO. CO3 \,
�55 / FOR MORE INFORMATION. �! j �,� h
22 M
EXISTING VALVE VAULT,
EXISTING DO NOT DISTURB ! /> �1
° `!
Q , RESERVOIR j try//i / 1, LC
---155 I ° , TBM "J'=152.78' t �/
(REBAR W/CAP)
�f A`' '� TBM 7=153.30'
HUB MAG WASHER
\\ \ TBM "K"=157.10' (( f
(REBAR/CAP) _ `4•.
III tt tl�—`�"
,53 III
�} fill cr
EXISTING LARGE DOUGLAS FIR \ I J
TREE. EXISTING HIGH VOLTAGE VAULT. — kA(2)
\!
EXISTING TELEMETRY VAULT
WITH TELEMETRY CABLE. 156 / / m+"
FUTURE
EXISTING POWER CONDUIT AND
VAULT SYSTEM TO BE REUSED. RESER�lOIR.
150 151 lS
148 749
146
EXISTING SITE PLAN
1"=20'
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
11 /01 /2007
RH2 ENGINEERING INC. DATE
EXISTING POWER
VAULT
EXISTING TELEMETRY
VAULT
EXISTING 50—PAIR TELEMETRY CABLE_
s' SPLICE SPARE CONDUCTORS IN
TELEMETRY CABLE WITH PROPOSED
�. CONTROL CONDUCTORS TO PROPOSED
GENERATOR,
EXISTING PULL
STRING
EXISTING MT. OLIVET POWER AND_
TELEMETRY VAULTS
— NO SCALE
W 323902
APPROXIMATE LOCATION FROM
WHICH PHOTO WAS TAKEN.
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
I TBM
"H"
(LEAD/ TACK)
i 80216, 76
1304462.41
152.56'
TBM
T'
(HUB/MAG/WASHER)
180080.61
1304481.13
152.30'
TBM
"J"
(REBAR W/CAP)
180140.28
1 1304356.90
1 152.78'
TBM
"K"
(REBAR W/CAP)
180053.49
1 1304377.03
1 157.10'
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u
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tONAL
I
EXPIRES 3 19 2008
SIGNED. 07/28/06
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�rONAL �'
EXPIRES 7/15 2009
SIGNED: 0711281106
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RH2 ENGIN ERING, INC.
http://www.rh2.com
mailbox0rh2.com
1.800.720.8052
BELLINGHAM OFFICE
360, 676.0836
454 West Horton Road
BOTHELL OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
EAST WENATCHEE OFFIC
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsop Street, Sui`�
SCALE: SHOYM
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT, 20 Dwc tic.
ENc!NEER: DJB COI
THE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2005. THE CONTRACTOR REVIEWED: MM
MAY FIND VARIATIONS BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHEET No.
SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. DATE: NOV 9, 2007
ouw: REN —1 2
REVISED TO CONFORM TO CONSTRUCTION RECORDS CMR MLM 11 /01 /07 roe No.: 105-079 33
NO. REVISION BY REVIEW DATE I FILENAME: GEN—D—001
A13' W-323'i0 2