HomeMy WebLinkAboutWTR2703450.2SEE SHEET WS-01
A PORTION OF THE NW 1 /4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
EXISTING 12"0
C.I. WATER MAIN PER
I AS -BUILT DWG #W-245
1
W I I PAD 2
Z ' I EL.=411.25 PAD
EL.=409.25
D _j STA. 100+65.75, 23.66' LT.
Z gZ of w 1-5 1 /4" FIRE HYDRANT ASSEMBLY
FLANGE ELEVATION = 411.31
W 0 3 4" WATER SERVICE
Q - \ PER DETAIL 320.1 (TYP)
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3 I
101
EXISTING 12" D.I. I - I -
W.M. PER AS -BUILT I
DRAWING #W-245 *'
- - -7
0 263 L.F. 8"0
iv PVC S.S.
r-
EXISTING 8"0 D.I. W.M.
PER AS -BUILT DWG
STA. 100+65.87, 15.90' RT. #W-505
1 -6" GATE VALVE (FLXMJ) S.S.M.H. #5, TYPE 1-48"
Ir
PER DETAIL 300.1 ON SHEET DT-06 STA 101 +01.60, 2.25' LT. ��
5 v 6n -fAPP IN 61 lf E ( M 3 x F L)
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VASHON AVE NE
SEE SHEET WS-04
PAD
EL.=405.25
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3
4
II
+ I
PAD
EXISTING SEWER MAIN PER AS -BUILT
I
EL.=407.25
S-435 TO BE REMOVED OR ABANDONED
I
BETWEEN EXISTING S.S.M.H #3 AND
I
UNVERIFIED LOCATION OF
EXISTING S.S.C.O.. REPLACE WITH 263 L.F.
T
EXISTING S.S.C.O. TO BE
8"0 PVC S.S. AS SHOWN. RECONNECT
7
�_T
REMOVED
EXISTING SIDE SEWERS PER STD PLAN
-7
407. MAINTAIN UNINTERUPTED SERVICE TO
'
PAD
3
EXISTING HOMES CURRENTLY SERVED. EL.=400.75
=
+
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MAINTAIN 10' MINIMUM
r
+
HORIZONTAL SEPARATION
- - - - --
- - -___-------
BETWEEN WATER AND SEWER
00
`
I I
T-
N E 2 PLACE
EX. S.S.M.H. #3,
TO BE REMOVED
THICKENED EDGE
SEE SHEET RD-01
EXISTING HYDRANT
UPGRADE WITH STORTZ
ADAPTOR IF EXISTING
STORTZ ADAPTOR IS
NE 2ND PLACE NOT PRESENT
STA. 103+74.97, 14.97' RT.
1-8" TEE (FL)
3-8" GATE VALVES (FLXMJ)
CONC. THRUST BLOCKING
CUT -IN TEE CONNECTION PER
DETAIL 300.4 ON SHEET DT-06
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100+40 100+80
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
PROPOSED
GRADE 0
EXISTING
GRADE 0
1
N
_1
S.S.M.H. #5 263 L.F., 8"0 PVC S.S. ® S 0.0491
STA. 101 +01.60, 2.23 LT. �'��
RIM = 409.78 EXISTING 8"0 D.I. W.M.
I.E. = 402.88, 6"0 IN (N) (ASSUMED ELEVATIONS)
I.E. = 402.78, 8"0 OUT (E)
101 +20
101 +60 102+00
0
FIRST SUBMITTAL
1
SECOND SUBMITTAL
2
THIRD SUBMITTAL
3
FOURTH SUBMITTAL
4
MYLARS
NO.
REVISION
102+40 102+80
ESM
0/15/200
SURVEYED:
ESM
1/31/200
DESIGNED:
ESM
0/22/201
ESM
2/06/201
DRAWN: M w
ESM
2/22/201
CHECKED:
BY
DATE
I APPR
APPROVED:
PROPOSED
STORM DRAIN
a
D.D.m.n. #•r. I T ra I - -to w I
STA. 103+64.39, 4.21' LT.
RIM = 396.87
I.E. = 389.87, 8"0 IN (W N)
I.E. = 389.77, 8"0 OUT (E)
Fu1
1!llll►�
KEY MAP
0
20' 10' 0 20' 40'
N
1 "=20' HORIZ.
SCALE:
�
1"=10' VERT.
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r
cn
Q 3
VERTICAL DATUM:
VERTICAL DATUM IS NAVD 88.
W
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
W N
Z
PUBLISHED ELEVATION = 401.012 FEET.
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SEE SHEET HC-01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
Ld
U
TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE,
ELEVATION = 411.79 FEET
Q
TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
ELEVATION = 410.21 FEET
S.S.M.H. #4, TYPE 1-48"0
STA. 103+64.39, 4.20' LT.
EXISTING 8"0 SEWER
TO BE REMOVED OR
ABANDONED
103+20 103+60 104+00
SCALE:
VERTICAL NAVD 1988
1 *-20 HORIZONTAL: NAD 1983/1991 '�CITY OF
(�� � RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
SANITARY SIDE SEWERS
�B
MIN. FF DEPTH @ END ELEV. @ DOWNSTREAM
LOTS ELEV. OF STUB S.S. MAIN S.S.M.H.
1
412.25
406.44
402.78
S.S.M.H. #5
2
410.25
404.17
400.53
S.S.M.H. #4
3
408.25
401.81
398.35
S.S.M.H. #4
4
406.25
399.08
395.93
S.S.M.H. #4
NOTES:
1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR
TO EXCAVATION FOR THE WATERMAIN INSTALLATION.
2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT
CITY OF RENTON TRENCH AND STREET OVERLAY DETAIL.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL SHEET DT-04. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6-INCH MIN. ® 2% MIN. SLOPE.
4. EXISTING MANHOLES AND MAIN TO BE ABANDONED OR
REMOVED, IN NE 2ND PLACE. CONTRACTOR MUST MAINTAIN
SERVICE TO ALL EXISTING SEWER STUBS OFF EXISTING
SEWER MAIN.
5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES.
RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON
SHEET DT-05.
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GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
420
410
400
390
PAGE
DRAWING NO:
WS-02
SHEET: OF:
18 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
,0/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG. NAME: WS-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS-02
1 8 OF 31 SHEETS