HomeMy WebLinkAboutWTR2703239.7EXISTING TELEMETRY VAULT T1.
EXISTING CONCRETE SIDEWALK. CONTRACTOR
SHALL REMOVE AND REPLACE THIS PANEL.
�4 EXISTING PANEL IS APPROXIMATELY 95 SQ.
FEET. REINFORCE NEW PANEL WITH W44
WELDED WIRE FABRIC CENTERED IN SLAB.
PROPOSED PANEL SHALL MATCH EXISTING
DIMENSIONS.
EXISTING DIMENSIONAL LUMBER
RETAINING WALL. DO NOT DISTURB.
PROPOSED POWER
VAULT / /
EXISTING TELEMETRY
TBM "D"=42.91 VAULT, "T4"
� / / / �
(MAG NAIL W/WASHER) / // f 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.
l4 9'
NOTE:
ALL WORK IN PUBLIC RIGHT OF
WAY IS REQUIRED TO HAVE A
CITY OF RENTON APPROVED
TRAFFIC CONTROL PLAN.
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 "D" (MAG NAIL W/WASHER)
178613.40
1302488.97
42.91'
TBM "E" (REBAR W/CAP)
178480.26
1302823.38
46.04'
/ \ EXISTING 4' TALL,
/ \ ROCK RETAING WALL. WELLS 1, 2, AND 3 j
4
\ \ PUMP STATION
46
\ \ EXISTING TELEMETRY
\ \ \ \ \ VAULT, "T2" 41
+ \ 6 �' \ (STING POWER VAULT,
\ \ „j�� 'Q �� SAW CUT EXISTING SIDEWALK/WALKWAY IN
EXISTING 15KV�\ 4 _ ORDER TO INSTALL CONDUITS. CONTRACTOR PROPOSED POWER CONDUCTORS INSTALLED IN
/ / EXISTING 3" CONDUIT, TYPICAL.
AUTOMATIC \\ \ \ 6 \ \ / � • Q� �\\\ SHALL REPLACE SIDEWALK WALKWAY PER CITY
STANDARD DETAIL. SIDEWALK SHALL MATCH
TRANSFER SWITCH + \ `�. 'IS \ \ �� i' / // - `' �\
\ \ 44 \ < / // / / o \ WIDTH OF EXISTING.
\ \ r \ /// / / ° , EXISTING POWER VAULT, „
IN EXISTING 3
\ \ �`' } \ \ / �/ /j c �CONDUIT CONTAINING
\ \ �/ // / o `'�, s� 50 PAIR TELEMETRY
\ EXISTING TELEMETRY
APROPOSED 3"ONDUIT
WITH PROPOSED POWER -`
r`nNr)1 !rT{1Rr
PROPOSED 3" CONDUIT
WITH PROPOSED
CONTROL CONDUCTORS.
\ / / " " CABLE, TYPICAL. 1
3 // \� \��\ VAULT, T5
_r /�
o
_ 12"B(2) No
J / J J c• A, `ram <y .
/ � EXISTING POWER � �� \'��� "' =- _ - / 47
VAULT, "P4" _
EXISTING �. / / / % ¢� 1 °` tl o4 \ �' C \, 46
TELEMETRY
VAULT, "T1 ". \+
14"0 f /
+� � f / I rn
EXISTING POWER - f / / CIA
JQ7
VAULT, "P1" EXISTING
'.-
'm
16
x
,
..
.._
R
J
r
MT. OLIVET RESERVOIF1
Oh
1RONSOt4
WAY N• o�
LIBERTY PARK r A.
S1
c
0
'L9
4
GE DIVER PA
�Tl / f
mAf1
00<'
�k
a µ
� w
WELLS 1, 2 AND 3 PUMP
STATION.
/ TELEMETRY VAULT,
„P3„ / / (STING CON UIT BE WEEN P4
EXISTING POWER VAULT, ` / -, (SIN ,- c
/ / AND P5 WAS T CONTINUOUS. EXISTING POWER VAULT,
EXISTING COND T INTERCEPTED"r�P "P6"
o AND ROUTED TC fS "7R CCD ,
._
N0. 4 .�
I PROPOSED 3" CONDUIT WITH
PROPOSED POWER CONDUCTORS, `max
TYPICAL.
IN
y$,
a
.t
LOCATION OF PROPOSED
UNDERGROUND POWER
CONDUIT TO VAULT
"P5". CONTRACTOR
SHALL SAW CUT
EXISTING SIDEWALK AND
SHALL REPLACE WITH
NEW SIDEWALK PER
CITY STANDARD DETAIL
F007. SEE APPENDIX D
FOR DETAIL.
EXISTING POWER _
VAULT "P6"
1"=20'
.__..:-K Amw
VAULTS P5, T5, AND P6
EXISTING
TELEMETRY VAULT
"T5"
NO SCALE
EXISTING 50-PAIR
TELEMETRY CABLE.
- SPLICED SPARE
4*4
r. _.
r,..+
N T R CO DUC 0 S IN CABLE BLE
•� - - WITH PROPOSED
a CONDUCTORS FROM
j AUTOMATIC TRANSFER
SWITCH.
PROPOSED (7)
CONDUCTOR CABLE
INSTALLED BETWEEN
TRANSFER SWITCH
AND MT. OLIVET PER
RFI-048.
i"7•'v
TELEMETRY
F§s
VAULT T1 EXISTING TELEMETRY
VAULT "T1"
NO SCALE
VAUL
,TS T3 AND P3
EXISTING TELEMETRY
VAULT, "T3"
NO SCALE
-,
4
9�.
s
i
k wa Y ....
VIEW FROM T1 TO ATS
NO SCALE
PROPOSED (7)
CONDUCTOR CABLE
INSTALLED BETWEEN _
TRANSFER SWITCH 1
AND MT. OLIVET
PER RFI-048.
EXISTING POWER
VAULT "P3"
EXISTING 15 KV
PRIMARY
AUTOMATIC
TRANSFER SWITCH
(REBAR/CAP)
ELECTRICAL NOTES
1
1. SEE DWG NO. C04 AND C05 FOR CONTINUATION AT NORTH END
OF CEDAR RIVER PARK. APPROXIMATE DISTANCE IS 330 FEET.
2. SEE ONE -LINE DIAGRAM ON DWG N0. E02 FOR CONDUIT AND
CONDUCTOR REQUIREMENTS.
3 �j.
3. SPLICE SPARE CONDUCTORS IN EXISTING 50-PAIR TELEMETRY
lam'
CABLE WITH PROPOSED CONDUCTORS FROM EXISTING AUTOMATIC
TRANSFER SWITCH IN TELEMETRY VAULT T1. SEE PHOTO B THIS
SHEET.
4. EXISTING POWER CONDUITS BETWEEN VAULTS P1 AND P2, P2
AND P3, AND P3 AND P4 CONTAIN FIBER OPTIC CABLE.
CONTRACTOR SHALL PULL PROPOSED POWER CONDUCTORS
THROUGH EXISTING CONDUITS. IF EXISTING FIBER CABLE IS
DAMAGED, CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
THIS CABLE. INSTALLATION OF PROPOSED POWER CONDUCTORS
MAY ONLY OCCUR BETWEEN THE DATES OF NOVEMBER 15TH TO
T A FEBRUARY 28TH. CONTRACTOR SHALL SCHEDULEA.
PR -C N TRUCTION MEETING WITH THE OWNER 72 HOURS PRIOR
E 0 S
TO BEGINNING WORK IN THIS AREA.
W323901
SIGNED. 07 f28/06
EXPIRES 7%15/2009
.SIGNED. �7 f28 106
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RH2 ENGINEERING, iN(-
http://www.rh2.com
mailbox®rh2.com
1.800.720.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Road
BOTHEI. L OFFICE
425.951.5400
12100 NE 195th Street, Suite 100
F,
�..A `�F'NAT E OFFICE � . CHE O CE
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
APPROXIMATE LOCATION FROM 360.876.7960
WHICH PHOTO WAS TAKEN. 600 Kitsap Street, Suite 101
SCALF: SHOWN
0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
G� 11 01 2007
RH2 ENGINEERING INC. DATE
REVISED TO CONFORM TO CONSTRUCTION RECORDS
N0. REVISION
PLOT: 20 DWG NO.
ENGfNEER: DJB CjQs
REVIEWED: MM
DATE: NOV 9, 2007 SHEET
DATE: No.
ruENT: REN •
CMR MLM 11 /01 /07 JOB NO.: 105-079 33
BY REVIEW DATE FILENAME: GEN-D-0O3
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