HomeMy WebLinkAboutWWP2703246.2REVISIONS
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SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
I At / / /153
54 / / . / PAD = 396.0
PAD = // / STA.�� 16+ 7.35, 8.88' R /l / ll \ \ \ ` \ �♦
397.Q / 1-8 x6 TEE (FL) \
/ 1-8 ATE VALVE (FLx J)
182LF / »
8„ / 1-8 ADAPTOR (FLxMJ \
P. / 1- GATE VALVE (F MJ / 52 1 ' 1 r \\ \\ \ \\ ♦♦
A'61G t y2.l\ I2 . S$ L �-5
F 6 D.I.P. 1 1/4" MVD F.H. Al S4'Y PAD = 395.5 1 1 r \ \ \ 49 ♦�
W/GONG. BLKG /l JJ A1155,06
� 1 1 \ A\ \r PAD = 395.5 �►
ST�IH
I Yt bs, 66 f0.98 L 1 1 \ \
/ S No. 4 / / STA. A \ \
- �15.12 A 8 SSMH No. 3 1 5� \ \ 50 \ \ �� 69LF 8 D.0 ��>`
RIM - 396.1 & 3 � _
IM = 393 55` 313.6 A° AS 1 1 1 PAD = 395.5 \ PAD - 395.5 \ \
B OUT) _ // 38 A . S 8" (OUT) SE = 38&.45- 3 19 �. A \ \ A �' ♦�
IE 8 (IN) �t 38b•�A•1✓ ` \ \ STA. 14+24,05, .8.20 R D �/
" IL 8 IN NW = 3® .20 6► \ 0 2
D „, IE 6 (IN) W = / ( ) \ f 1 BLOW �F`F
INV, _ \ V °♦♦S
vJI D D D `� INV - \ \ \
INV. _ L / -� WATER METER 1 r 389.5
. 1 D 389.5 (TYP-SEE,NOTE) INV, _ A
\ r e
390.0 ,` 1 1 -389.5 � \; / �` ° 4�• �i. �, ♦r�
a d S=0.0200 ' - - /�li► D?C�
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0200
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.VfPAD
396 / /� - / . �, AS
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/INV W%CQNC. BLKG: ( )
STA. 16+02.44, / 389.0 J /-C,$O.. .cps.
g
7.8 7' R /� r S TA:ear;-r
BEGIN CURVE / _ l I INV, = _ SSM I ,No. ' 2
-
/ RIM = 393,76 AS .
/ l / 389.022 STA. 14+ 12.82, 6.96 R
20 / / / r y 1-8„ 22 1/2' BEND (MJ)., pE 8(OIT E _ 384-8+ 30y .6� ate., a
1 WA TER METER _ , I E 8 (INA
♦ PAD = 395.5 // / / / PAD - 395,0 1 W/COIL. BLKG. W 3#' Say
(TYP. SEE NOTE)/ ;7.87 -I - -
21 END CUR VE ..STA 1„4+.3,3: 76, 8, 71 ' R6�N fUAVE
I
M1
/ PAD = 395.0 / l 1 _.. _ ACT T
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16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60
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20 0 10 20 40
GRAPHIC SCALE
SCALE 1" = 20
KEY MAP
`)GALt : I = IUU
b%b
VERTICAL DATUM 46,
CITY OF REN TON, NA VD 88 CONTOUR INTERVAL = 2'
BENCHMARK
BASE
KING COUNTY POINT # RENT1852:
FOUND PUNCH IN 3" KING COUNTY SURFACE BRASS DISC AT THE STREET
INTERSECTION OF NE 4TH STREET AND 148TH AVE. SE MARKING THE
NORTHWEST CORNER OF SECTION 14, TOWNSHIP 23N., RANGE 5E., W.M.
ELEVATION= 454.78 FEET,
SITE:
SET COTTON GIN SPIKE 19.1' SOUTHWEST OF THE WEST COLUMN OF GATE.
ELEVATION= 407.96 FEET.
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (CPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 00'58'30.28" COUNTERCLOCKWISE WAS
APPLIED AT A PUNCH MARK IN 3" KING COUNTY SURFACE BRASS DISC,
AT THE STREET INTERSECTION OF NE 4TH ST AND 148TH AVE. SE,
MARKING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN
DATUM OF 198311991 (NAD 83/91) GRID COORDINATES WERE FOUND TO
BE 180903.998 / 1316622.321 AT THAT POINT. THE INVERSE OF BOTH
THE SEA LEVEL CORRECTION FACTOR OF 0.999981824 AND THE GRID
SCALE FACTOR OF 1.000002187 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
NOTE:
ALL WA TER METER'S TO BE 1 "
g 324LO�,
WATER 9UILT PER PLAN
UNLESS OTHE R W 1 SE NOTED
RECOMMENDED
FOR APPROVAL
BY:
BY:
�IVV 6 13�05
EXPIRES. MAY 6, 2007
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PROJECT NO.: 02054
DRAWN BY: JGC
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
WHITMAN PL N.E.
STA. 13+30.00 TO
STA. 16+50.00
SANITARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW02-C24
C24
1111110
Ab S SC.-ANNED 0 - ?-? el Q 2