HomeMy WebLinkAboutWTR2703450.4SEE SHEET WS-06
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
MATCHLINE A
STA. 202+27.66, 23' RT.
1-2" AIR VAC. ASSEMBLY 19 S.S.M.H. #9A, TYPE 1-48"0 21 \
SEE SHEET WS-06 ® HIGH POINT STA. 202+33.9A 23.31' IT PAD
.
\ NIS\ y� EL..=402.75 \
�0 51 L.F. 8"� PVC S.S:/
STA. 202+12.67, 4.14 RT. .5 20 123 L.F. 8 0 PVC S.S. \
4 1-8" 45' BEND (MJ) \ '`
PAD CONC. THRUST BLOCKING \ \ \ Ox 10' SEWER \
EL.=405.25 9 \ \ \ EASEMENT S.S.M.H. #9, TYPE 1-48"0
PAD ` STA. 202+70.07, 4.89 LT.
EL.=403.75
IOX
8 S.S.M.H. #6, TYPE 1-48"0 \ 128 L.F. 8" D.I. W.M. 22
PAD STA. 202+01.42, 2.83" LT. PAD
EL.=401.75 / \ \ EL.=401.75
cq
00 101 L.F. 8"0 PVC S.S.
1 \ 3/4" WATER SERVICE 25 L.F. 8" D.I. W.M. / X ` \ � \
PER DETAIL 320.1 (TYP) ��(/ °O \ °�
3 / \ \ X°
/ °
\ PAD 0X � J� \ �\
_ \ EL.=400.75 �j & P STA." 1.61 ' RT. 202+52.70, \
\ \ 169 L.F. 8"0 / �O / CONC. THRUST BLOCKING N,\O�
W \ PVC S.S. W P� 15 O
\ `� \ oxPAD
`s� EL. 403.75
-7x 37 L.F. 8" D.I. W.M. \ \�
\ / STA. 201 +93.29, 9.60' RT.\
14 1-8" TEE (FL) \
PAD 2-8" GATE VALVE (FLxMJ)
\ \ EL.=402.75 1-8" ADAPTER (FLxMJ) \
\ / 0 CONC. THRUST BLOCKING \
\ / S STA. 201 +67.12, 23.73' RT.
1-5 1 /4" FIRE HYDRANT ASSEMBLY l
FLANGE ELEVATION = 402.43
Ox STA. 201 +67.03, 10.00' RT. 13
\ 11 1 8x6 TEE (FLXMJ) /
1-6" GATE VALVE (FLXMJ) PAD
\ \ / PAD CONC. THRUST \BLOCKING
\ Er_, =400.75 EL.=401.25
153 L.F. 8"0 D.I. W.M. /
EX. S.S.M.H. #4 \ /
SEE SHEET WS-02
\ \ 10 \
` \ PAD
EL.=398.75 12 /
SEE SHEET WS-03
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VERTICAL DATUM:
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
420
PUBLISHED ELEVATION = 401.012 FEET.
SEE SHEET HC-01 MAP FOR TEMPORARY
BENCHMARK
LOCATIONS,
TBM 100 - EXISTING RR SPIKE UP 0.1'
ON W. FACE
OF POWER
POLE,
ELEVATION = 411.79 FEET
410
TBM 101 - EXISTING 50D NAIL UP 0.5'
ON W. FACE
OF POWER
POLE,
EXISTING
GRADE @
�
ELEVATION = 410.21 FEET
400
_
-- s
�
8 o D.I.
390
169 L.F., 8 0
PVC S.S. 0 S =
0.03(
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4 0
40
3 0 200+40 200+80
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CHECKED FOR COMPLIANCE
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NOTE:
FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL SHEET DT-05. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH MIN. @ 2% MIN. SLOPE.
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STORM DRAIN
3' MINIMUM COVER
\ ' 5 MAINTAIN 10' MINIMUM
Ox HORIZONTAL SEPARATION
BETWEEN WATER AND SEWER
\ PAD
�\ 23 EL.=400.75
S.S.M.H. #8, TYPE 1-48"0
STA. 203+70.40, 5.00' LT.
0�,00
\ 1>
\ OX00
SEE SHEET
/ \ WS-05
\ 24
PAD
\ \ EL.=400.25
\ PAD \
EL.=399.75
\ 25 \
SEE SHEET WS-05
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PROPOSED
GRADE
PROPOSED
STORM DRAIN
51 L.F. 8 "to PVC S. S, 8 D.I. W.M.
S = 0.0306 FT.��
101 L. F. , 8 "0 PVC
S.S. 0
S == 0.0680
S.S.M.H. #6, TYPE 1-48"0 I
STA. 202+01.42, 2.83 LT.
RIM = 402.95
I.E. = 395.20, 6"0 IN E
I.E. = 395.07, 8"0 IN �W
I.E. = 394.97, 8"0 OUT S)
VASHON AVE. NE
201 +20 201 +60 202+00
S.S.M.H. #9A, TYPE 1-48"0
STA. 202+33.64, 23.31 LT.
RIM = 403.06
I.E. = 395.52: 60 IN (NW)
I.E. = 395.298"0 OUT (E
202+40
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
L U
PA10.
REVISION
l/ //
S.S.M.H. #9, TYPE 1-48"0 S.S.M.H. #8, TYPE 1-48"0
STA + LT. STA. 20:3+70.40, 5.00' LT.
RIM = 401.73 RIM = 398.83
I.E. = 393.738"0 IN (W I.E. = 386.896'0 IN NE,E)
I.E. = 393.63: 8"0 OUT E) I.E. = 386.76: 8,:0 IN (W
I.E. = 386.66, 8 0 OUT �S)
Evzol
410
400
D
390
:et
20' 10' 0 20' 40'
SCALE: 1"=20, HORIZ.
1 "=10 VERT.
MATCHLINE A
z NE ff22ND
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a
uj
0
�CE
KEY MAP
WATER NOTES:
1. FILL AND COMPACT ROADWAY
PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE
--NT
AND
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV. ®
S.S. MAIN
DOWNSTREAM
S.S.M.H.
7
401.75
394.26
391.42
S.S.M.H. #4
8
402.75
394.32
392.20
S.S.M.H. #4
10
399.75
391.53
390.97
S.S.M.H. #4
11
401.75
394.15
392.14
S.S.M.H. #4
14
403.75
394.58
393.20
S.S.M.H. #6
15
404.75
397.16
395.07
S.S.M.H. #9
19
404.75
398.50
395.39
S.S.M.H. #8
20
403.75
399.08
394.66
S.S.M.H. #8
21
403.75
398.87
392.84
S.S.M.H. #8
22
402.75
397.00
389.07
S.S.M.H. #8
23
401.75
396.00
386.76
S.S.M.H. #8
24
401.25
387.26
386.76
S.S.M.H. #8
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123 L.F., 8"0 S.S. 0 S = 0.0063 FT./FT.
S.S. STUB S.S.M.H. #9
I.E. = 394.50, 8 0 STA. 1 +4 .99,
EXTEND TO PROPERTY RIM = 401.73
LINE & CAP FOR FUTURE I.E. = 393.73, 8"0
EXTENSION I.E. = 393.63, 8"0
NE 2ND COURT
202+80 203+20 203+60 204+00
ESM 10/15/200 SURVEYED: SCALE: VERTICAL NAVD 1998
ESM 1/31/200 DESIGNED: is =209 HORIZONTAL: NAD 1983/1991 A6 ,T CITY OF
ESM 10/22/201DRADRAWFcx mIL R E NT O N
ESM 12/06/201CI.0
ONE INCH DATUM
ESM 12/22/201CHECKED: AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
S.S.M.H. #9 NORTH
W-345004
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FIELDBOOK:
PAGE:
DRAWING
WATER AND SEWER PLAN AND PROFILE WS-04
SHEET: 20 OF: 31
L,.,)-3Y-'3 004(S-3+5
REVASIONS
NO.
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG. NAME: WS-04
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS-04
20 OF 3 ! SHEETS