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SEC. 15, TWP. 23 N., RNG. 5 E., W.M.
WHITMAN
PL N.E.
49 50 64 / I
' I PAD = 395.5 \ / / / ?+O�•7S ti 3 R
�
G \ %
23 S TA. �z+�6' •8 ,, / I
PAD = 395.0 ,� STA. 30+23, 92, 12. 00' R \ , / SSMH No. 8
I �o a Q p� ANACORTES PL N.E. �� �' / RIM =39626 39g 38 A.B. /
1-8 11 1 4 BEND MJ /' % IE` 8 OUT SW ,_ 39$r1$ I 1
,� ao I / ( ) (OUT) 3 .8�2
,y �W/CONC. BLKG. ;= / IE 8„ (IN) N = 49e.Pe 3 9.9�1 N vim. 6 I �2 1
�TA„30+41.80, 12.00'�R / IE 6 (IN) E =39e / 380•8(6 E PAD = 99.0 _ I ; P4D = 1
----------L- LOT 37 ate. 00.5 .1
ilu3 �° V 1-8"x6"_EE-(MJxFL l I
- - - Pc - 13+0 13 \ 1-6," GATE VAL FLxMJ) f 1 " WATER METER l I I 1
- - _1�3EF 6" D.I.P. // /! (TYP. S OTE) I ) I
SEE / 1 1
J%4"` H. ASS'Y
__. _
PAD = 395: 5 _
It1. ° ; � W/GONG. BLKG
� �
I
STAB 29+%S.6G �l$�L ° o
INV
o ti
ANACORTES PL N.E. a�oo p 1 V = 1
0 `^ � � - � �`�` 391.0 I I 1
• n 07 n w GE -Al r�, wl ll.lr °
(STA. r� i, e , s �__ / . � �nt-r-lrrr_ IN _" r �- _ _ 92.0 I I
29y' 96. �� ✓
>AQ N.E. 2ND;'LN) 12+87.;C 0.25
°
� 1
SSMH No. 1 R :: - 389.5° - I I Iu.: 1
RIM - , 3r9# 39q, 6 f A.B. i - - LF 8�* . P S= 0. 0200 ° - - - - L - I 1 N
IE 8 (OUT) E = 38`� 16 E_ S ��^ �e S=0.0200
IE 8" IN W= 338`l:2`I w `'� 1 0 4
/� ; n
( ) 7.1
�` .' � ( .. .gyp@ . •., ;. 1
_IE 8" JINJ NE 3t34.-4 38ti .`t `I N z �d 0, �7. t�
IE 6 (IN) SW=384.43 p ° 353CF �L A�` - R h` o ° ° Uj
W
--- - - - - - x'�',� l4g =/yea _
o
ilk
F $� ��, 8 PVC
• ° 32
STA. 30+ 11. 63, 1 #. 44'
ANACORTES PL N E. P o 6" PVC
STA. 12+64.91 1 .00' �' ; 18LF 8 D.LP. - S=0.0200
N. E. 2ND LN) O M T 'LP J ° Z
-� O ,.t` 13LF 8" D.I.P.
1-8 TEE (MJxFLxF w 6o II -� I I _ - J
W/CONC. BLKG. 00 ,, i `
°
3-8" GATE VAL V�S (M+FL)25
34 ,� . 1
PAD = 396.0 - L - I I " I _T_ -
.v 395.5 I I I 1
_. g E-L------- PAD - J I 392.0 I 1
--- -- uo I
---------- N _ I I I INV. = 1 _I I I --1
I� - - I I ---
393.0 I INV = I I IN 1
p
i------------------� I I I I I I 95.0 1
I '- I t I I I I I I I 39 .0 I 1
11 WATER METER I I I I 1
26 I I I I I I (1tYP. SEE NOTE) I i I 38 1
= '0 I I I I I I PAD = 401.0
I I 35 I I 36 I I 37 I I
1
PAD 397.
I I I }" JbAD = 400, 1
33 PAD = 398.0 I I - P PAD = 399.0 I I I
j I I PAD = 396.5 I ( I I I I I I I 1
410
395
30+00 30+40 30+80 31+20 31+60 32+00 32+40
410
U 400
W
W 395
c�r
Z
J 390
U
i
20 0 10 20 40
GRAPHIC SCALE
SCALE: 1" = 20
C
KEY MAP
SGALL ; 1 = ZUU
VERTICAL DATUM C tw
CITY OF RENTON, NAVD 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.
SI TE:
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 (GPS)
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 63/91) 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 • ° f'
N
ALL WATER METER'S TO BE 1 "
Y
dp3246
WATER BUILT PER PLAIN
UNLESS OTHERWISE NOTED
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Vtsfl�l i Date BY:
Date /00 BY:
024LZ 4"MiL Date 61ZAI l
RECOMMENDED
FOR APPROVAL
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EXPIRES: MAY 6, 20O
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PROJECT NO.: 02054
ISSUE DATE: 03-07-05
SHEET REV.: 06-13-05
ANACORTES PL N.E.
STA. 29+96.40 TO
STA. 32+50.00
SANITARY SEWER
AND WATER
PLAN AND
PROFILE
02054SW05-C27
C27
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