HomeMy WebLinkAboutWTR2703239.9wM
!! I f
—''----190 l/ !
y.
O EJB
4z
�o
794
/t l
!
PPE t96 \\ FH&.
2 „, - \.TR
EXISTING 3-PORT HYDRANT
WITH STORZ ADAPTER.
196 G TR PP �92
t wy — — — — 194 _ G. _93 G 191 G G .
S(5UTH 19TH TwV
"
EXISTING NORTH TALBOT
BOOSTER PUMP STATION.
EXISTING BOOSTER PUMP STATION PAD -MOUNT U11UTY
TRANSFORMER TO BE REMOVED. EXISTING TRANSFORMER
VAULT SHALL BE REUSED FOR CONNECTION TO PROPOSED
GENERATOR BUILDING. SCHEDULING OF PUMP STATION
DOWNTIME IS REQUIRED. SEE NOTE 2 ON DWG NO. E03.
PROVIDE AND INSTALL NEW LiD ON EXISTING VAULT PER
RFI-014 AND COP-003
wv
NB WMH
wv
WMH WMH wv
f
i
1
GR
, EJB i
EJ GR WMH
ADLI
cv rn n 1] i — — wv +�`v FOPM •PPM
oa WPM LO
WB
��
"I i pprn �P
.-
wv
—
197 -
20" WMH
— — — — — — — — — — — _
EXISTING 3-PORT s _� _ GA - —� _ ,. _ ®� M _ - -
HYDRANT WITH STORZ a GV / b GU — — — — = = r — — — — — _ — 3MC- _- _ _ = ` `I
---�
- -- .._ e --- i
1 I _ -- —. — __ --_ —_ ADAPTER. a
�- _ -
wit
! I x x— y a x_ 33 E 21-g. i 0' � fl
9) Igs 9�
/ FH ,ices M 9 x�o
�g 1 15
wV , .� i wM
lo
/ ,
J tiI) EXISTING 5' CHAINL.INK FENCE WITH
/0\ \ \ PM i FH BARBED WIRE, DO NOT DISTURB
1 O D
\\// \\ /! II EXISTING RESTROOM
FACILITY, DO NOT DISTURB
00,
EXISTING EDGE OF
ASPHALT, DO NOT DISTURB �, N
s 1
EXISTING EXTRUDED CURB
TO REMAIN IN PLACE �J
/ TBM "A"=201.65'WSP j
/// (REBAR W/CAP).
o
� � I
N88°32'49"W o
■ x.+e�M�11 - X
0
{ APPROXIMATE LOCATION FROM
WHICH PHOTO WAS TAKEN.
S88`32'49"E
58.47'
i.x
ISTING SITE PLAN
MMI'lliff,
1 __w_ �. —
wm
h ` A� 182 181 1� 1)j t�3 tit
<V TBM
(MAG NAIL W/WASHER).
EXISTING PAD -MOUNT
TRANSFORMER TO BE REMOVED
Wa432 314 CA
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
11 /01 /2007
RH2 ENGINEERING INC. DATE
EXISTING NORTH TALBOT BPS
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' o
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.
REVISED TO CONFORM TO CONSTRUCTION RECORDS CMR MLM
NO. REVISION BY REVIEW
EXPIRES 3 19 2008
SIGNED.- 07128106
EXPIRES 7 15/2009
SIGNED: 07128106
O
a�
W
z W
W
cn
cl) Z
acl)
x
O w
V
�z
Q
V
m
O
z
El
` RING, IN,
w ^, om
n-;: ),-2.com
1.800. i 20.8052
BELLINGHAM OFFICE
360.676.0836
454 West Horton Rood
' ELI {;
425.951.5400
12100 NE 195th Street, Suite 10C
EAST WENATCHEE OFFIC
509.886.2900
300 Simon Street, Suite 5
PORT ORCHARD OFFICE
360.876.7960
600 Kitsop Street, Suite 101
SCALE: SHOWN
KOO
0 1"
2„
DRAWING IS NOT TO
SCALE
!F BAR IS NOT 2"
LONG
'_4T. 20
WG N1,
ENciNEER: DJB
C07
,REwEWD: MM
DATE: NOV 9, 2007
SHEET NO.
CUENT: REN ,
11 /01 /07
j013 NO.: 105-079
33
DATE
FILENAME GEN-D-007
y
x
N
J
W
N
W
IN6 w •3231(yj