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PAD = 395.5
STA. 29 +95.37, 5.00' IL
ANACORTES PL N. E.
(STA. 12 +87.24 CENTERLINE
N. E. 2ND LN)
SSMH No. 1 I
RIM = 394.48
IE 8„ (OU T) E = 384.3 I
IE 8 (IN) W 384.4
IE_ 8" _IN _NE =384.4
E 6~`' IN SW : 384.. 4� -
STA. 30+11.63P 11. 44'
-�
ANACORTES PL NE
.
(STA. 12 +64.91 1 �. 00'
N. E. 2ND LN)
1 -8 "TEE (MJxaxF L)
W/CONC. BLKG-
3-8" GATE VAL 4S (M+FL)
25 ____L_
PAD = 396.0
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- STA. 30+11.63, 14.44' R
ANACORTES LN N.E.
(STA. 12 +64.91 12.00' R
N.E. 2ND LN) _
1 -8 "TEE (MJxFLxFL)
W/CONC. BLKG.
3 -8" GATE VALVES (MJxFL)
STA. 30 +23.92, 12.00' R
ANACORTES LN N.E.
1-8 " 11 114' BEND (MJ)
W /CONC. BLKG.
STA. 30 +41.800 12.00' R
1 -8 "x6" TEE (MJxFI)
1-6 " GATE VALVE (FLxMJ)
13LF 6" D.1. P.
1--5 1/4" MVD F.H. ASS'Y
r -- - - W/CONC. BLKG
SEC. 159 Twp'm 23 N., RNG9 5 E., W.M.
50 64 /
PAD = 397.0
T 3
/ S A. 2 +06.85, 3.81 L /
/ SSMH No. 8 l I I I I 1
/ RIM 398.20
IE 8 (OU T) SW = 390.10 I I 1
/ IE 8" (IN) N = 390.20 l I '�2 1
IE 6 " (IN) E =390-20 I PAD 6 99.0 I P.ID = 1
/ LOT 37 / ( 100,5 1
/ 1 " WA TER ME TER
(TYP. SEE NOTE)
IN V. J
/ - V. = 1
--- 92.0 1
0
L 1 + I
11 F 8" PVC
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392.0
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393.0-1 I I N v= 1 I IN V. = 1
I I I 1 1 394.0 1 95.0 1
I 1 1 11 WA TER ME TER I I I 1 1
I (11•YP. SEE NOTE) I I I I 38 1
1 1 1 I I 1 PbD = 401.01
I 35 1 1 36 1 1: 37 I I I 1
I PAD 398.0 I 1 PAD = 399.0 I I PAD = 400. I I 1
I I 1 i i
SCALE: HORIZONTAL 1' = 20
VERTICAL 1' = 5'
FILL AND COMPACT ROADWAY
..............
PRISM TO FINISHED GRADE
BEFORE EXCAVATION FOR
INSTALLATION OF WATER LINE
L 36" MIN.
CO VER
1 `'F 6" CLEAR
L �--; (MIN.) = 0.0269
18LF 8" D.I.P. ,211 LF 8 PVC S--
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SSMH No. 8
? N RIM = 398.20
IE 8" (OUT) SW = 390.10
EXISTING IE 8" (IN) N = 390.20
CENTERLINE ELEVATION IE 6" (IN) E = 390.20
PROPOSED FINISHED LOT 37
CEN TE'RLINE ELEVA TION
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0
V)n O1 0 g M Q1 00$ 00$
pn M pn M w)
EXISTING
GRADE
FINISHED r
GRADE
6 " CLEAR
(441N.)
'p D I. P.
353LF 8
PVC 5= 0.0314
L13LF 8" D.I.P.
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ANACORTES
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IE 8"
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0
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(1N) SW =384.43
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STA. 29 +95.37, 5.00' IL
ANACORTES PL N. E.
(STA. 12 +87.24 CENTERLINE
N. E. 2ND LN)
SSMH No. 1 I
RIM = 394.48
IE 8„ (OU T) E = 384.3 I
IE 8 (IN) W 384.4
IE_ 8" _IN _NE =384.4
E 6~`' IN SW : 384.. 4� -
STA. 30+11.63P 11. 44'
-�
ANACORTES PL NE
.
(STA. 12 +64.91 1 �. 00'
N. E. 2ND LN)
1 -8 "TEE (MJxaxF L)
W/CONC. BLKG-
3-8" GATE VAL 4S (M+FL)
25 ____L_
PAD = 396.0
FT
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- STA. 30+11.63, 14.44' R
ANACORTES LN N.E.
(STA. 12 +64.91 12.00' R
N.E. 2ND LN) _
1 -8 "TEE (MJxFLxFL)
W/CONC. BLKG.
3 -8" GATE VALVES (MJxFL)
STA. 30 +23.92, 12.00' R
ANACORTES LN N.E.
1-8 " 11 114' BEND (MJ)
W /CONC. BLKG.
STA. 30 +41.800 12.00' R
1 -8 "x6" TEE (MJxFI)
1-6 " GATE VALVE (FLxMJ)
13LF 6" D.1. P.
1--5 1/4" MVD F.H. ASS'Y
r -- - - W/CONC. BLKG
SEC. 159 Twp'm 23 N., RNG9 5 E., W.M.
50 64 /
PAD = 397.0
T 3
/ S A. 2 +06.85, 3.81 L /
/ SSMH No. 8 l I I I I 1
/ RIM 398.20
IE 8 (OU T) SW = 390.10 I I 1
/ IE 8" (IN) N = 390.20 l I '�2 1
IE 6 " (IN) E =390-20 I PAD 6 99.0 I P.ID = 1
/ LOT 37 / ( 100,5 1
/ 1 " WA TER ME TER
(TYP. SEE NOTE)
IN V. J
/ - V. = 1
--- 92.0 1
0
L 1 + I
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392.0
I I I I IN V.
_ I I I I
I I I I I
393.0-1 I I N v= 1 I IN V. = 1
I I I 1 1 394.0 1 95.0 1
I 1 1 11 WA TER ME TER I I I 1 1
I (11•YP. SEE NOTE) I I I I 38 1
1 1 1 I I 1 PbD = 401.01
I 35 1 1 36 1 1: 37 I I I 1
I PAD 398.0 I 1 PAD = 399.0 I I PAD = 400. I I 1
I I 1 i i
SCALE: HORIZONTAL 1' = 20
VERTICAL 1' = 5'
FILL AND COMPACT ROADWAY
..............
PRISM TO FINISHED GRADE
BEFORE EXCAVATION FOR
INSTALLATION OF WATER LINE
L 36" MIN.
CO VER
1 `'F 6" CLEAR
L �--; (MIN.) = 0.0269
18LF 8" D.I.P. ,211 LF 8 PVC S--
2 z
so ? 00 ���0+
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7
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`" STA.32 +06.85, 3.81 L
SSMH No. 8
? N RIM = 398.20
IE 8" (OUT) SW = 390.10
EXISTING IE 8" (IN) N = 390.20
CENTERLINE ELEVATION IE 6" (IN) E = 390.20
PROPOSED FINISHED LOT 37
CEN TE'RLINE ELEVA TION
.00 0 . 4 O v
0
V)n O1 0 g M Q1 00$ 00$
pn M pn M w)
EXISTING
GRADE
FINISHED r
GRADE
6 " CLEAR
(441N.)
'p D I. P.
353LF 8
PVC 5= 0.0314
L13LF 8" D.I.P.
1 11
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GRAPHC SCALE
SCALE 1'= 20
i
i
KEY MAP
1
n
M
yERTlC,ql DATUM c nv - ftkd�
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.
BAW OF ffiAFUNG
TRUE NORTH. BASED UPON GLOBAL POSITIONING S YS Tc M (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. ANO 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 83191) 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.
tv'OTE
ALL WA TER METER'S TO BE
RECOMMENDED
FOR APPROVAL
RY!
BY:
G A D1
0� �1
cl
s it k
N
*A L 4 13105
EXPIRES MAY 6,
2007
2
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ANACORTES
29 +95.37, 5.00' L
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(STA. 12 +87.24 CENTERLINE
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2ND LN)
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SSMH
No. 1
OOZ�NXNWU
11 cr IL %ftoo LL
RIM = 394.48
u
IE 8"
(OUT) E = 384.33
IE 8"
(IN) W = 384.43
IE 8"
(IN) NE =384.43
0
IE 6"
(1N) SW =384.43
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GRAPHC SCALE
SCALE 1'= 20
i
i
KEY MAP
1
n
M
yERTlC,ql DATUM c nv - ftkd�
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.
BAW OF ffiAFUNG
TRUE NORTH. BASED UPON GLOBAL POSITIONING S YS Tc M (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. ANO 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 83191) 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.
tv'OTE
ALL WA TER METER'S TO BE
RECOMMENDED
FOR APPROVAL
RY!
BY:
G A D1
0� �1
cl
s it k
N
*A L 4 13105
EXPIRES MAY 6,
2007
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PROJECT NO.: 02064
DRAWN BY IOC
ISSUE DATE: 03 -07-05
SHEET REV.: 08 -13 -05
ANACXDRTES PL N.E.
STA, 294".40 TO
STA. 32 +50.00
SAWAR'Y wAfER
AID WATER
PLAN AND
PROF�E
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