HomeMy WebLinkAboutWTR2703450.10400
370
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA%C;I%HINGTON
VASHON PL NE
SEE SHEET WS-05
MAINTAIN 10 MINIMUM
HORIZONTAL SEPARATION
BETWEEN WATER AND SEWER
10 12
PAD PAD I
EL.=398.75 EL.=396.75
N I
+ JOINT UTILITY S.S.M.H. #3, TYPE 1 -48" 0
14- TRENCH STA. LT.
0
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I 0 105+17.99, 0.33'
3 ....•.00
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4.L.F. 8"0 PVC S.S-............ .......................................................
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(W/) _ 105+00
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EXISTING SEWER MAIN PER AS -BUILT DWG S-435
TO BE ABANDONED OR REMOVED
EXISTING SEWER STUB PER AS -BUILT DWG
S-435. CONTRACTOR TO DEFLECT
ACCORDINGLY TO CONNECT INTO NEW SYSTEM.
PER STD PLAN 407 CONTRACTOR MUST
MAINTAIN SERVICE TO SEWER STUB.
THICKENED EDGE
DRAWING RD-01
NE 2ND PLACE
t
I
TRACT F
STORM VAULT
20
---26 L.F. 8"0 PVC S.S.
zi,
S.S.M.H. 12, TYPE 1-48"0
' RT.
105+37.10, 6.36
106+00 -- ---"
104 L.F. 8" 0 PVC S.S.
EXISTING 8"• D.I. W.M. PER
AS -BUILT DWG #W-505
105+27.99, 11.31'
STA. 44.51
STA. 105+26.72. 12.47'
RT.
RT.
STA. 105+29.29, 12.56'
RT.
3-8" GATE VALVES (FLXMJ)
1 -8" TEE (FL)
CONC. THRUST BLOCKING
CUT -IN TEE CONNECTION
PER
DETAIL 300.4 ON SHEET
DT-06
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PROPOSED
GRADE CAD
PROPOSED STORM DRAIN
N
+ - 2.187,
O 0
3 Q 4&4--L. F. , 8 "0
153
VC S.S.
U) S _
LLJ 0.0442
Z
EXISTING 8"O SEWER TO BE
REMOVED OR ABANDONED
EXISTING 8"0 D.I. W.M.
(ASSUMED ELEVATIONS)
EXISTING w
GRADE ®U-
m
1 -_
S.S.M.H.
Q. TYPE 1-48"0
�
La J
STA. 5.20' LT.
`=
RIM = 395.19
393.60
W
C)I.E.
= 382.83,
8"4 IN (N w)
382.50
C)
I.E. = 302.73,
8"0 OUT (SE)
382.39
Q
20
S=0.0110
-L.F., 8"0 PVC
S.S. p
T
105+37.10
C C AA W 47
TYPP 1 -
EXISTING SEWER STUB PER AS -BUILT DWG S-435.
CONTRACTOR TO DEFLECT ACCORDINGLY TO
CONNECT INTO NEW SYSTEM. CONTRACTOR MUST
MAINTAIN SERVICE TO SEWER STUB.
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Call 2 Working Days Before You Dig
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1-800-424-5555
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Utilities Underground Location Center
v o
(D,MT,ND,OR,WA)
ff a
104+40
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
HIS - 311
T.G. = 39q.S&- 392.81
I.E. = 382.66, 8"0 IN �w�E 382.17
I.E. _ 3�-8"0 OU ) 382.03
110
184-L.F., 8"0 PVC S.S.
0.0094 S.J.Iv1.n.I, I Ire I--ry w I
STA. ' 96;-46..v2�.- 3.98' RT.
T.G. = z�- 387.37
381.00 I.E. = 381.25,- 8"0 IN (W
380.81 I.E. = SE)
CONTRACTOR TO VERIFY
LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION. NOTIFY
ENGINEER OF ANY
DISCREPANCIES.
105+20 105+60
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
"J0 REVISION
20' 10' 0 20' 40'
SCALE: 1"=2o' HORiz.
1 -10 VERT.
Q
QI
wl
�
Q
I
U
wlQ
REMOVE EXISTING
S.S.MH. #2
z
AND 8"O PVC S.S.
FROM
L
can I
EXISTING S.S.M.H.
#2 TO UNION
f
AVENUE PER CITY
OF RENTON
I
STANDARDS
106+47.19 5.71'
S.S.M.H. #1, TYPE 1-48"0
STA 186 3.98' RT.
SHALLOW MANHOLE PER STD PLAN 400.2
CONNECT TO EXISTING SS MAIN
EXISTING ASPHALT TO REMAIN.
SAWCUT AND PATCH AS NEEDED
TO CONSTRUCT VAULT AND INSTALL
SEWER MAIN.
106+47.19
106+00 106+40
ESM
1/31/200
SURVEYED:
ESM
10/22/201
DESIGNED:
mm
ESM
12/06/201
ESM
12/22/201
DRAWN:
ESM
02/24/201
CHECKED:
BY
DATE
APPR
APPROVED:
SCALE:
VERTICAL NAVD 1988
9 HORIZONTAL: NAD 1983/1991 1 •s�
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
n
n �
NE
2ND CT
z
NE ND uj
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NE 2ND PLACE
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.
VERTICAL DATUM:
VERTICAL DATUM IS NAVD 88.
PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
POINT NAME RENT1503,
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
TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
ELEVATION = 410.21 FEET
SANITARY SIDE SEWERS
SEWER STUB
MIN. FF
DEPTH 0 END
ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
12
1 397.75
1 389.60
1 383.57
1 S.S.M.H. #3
W 345010
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERAL ACCEPTED PROFESSIONAL ENGINEERING
AND/OR S JRVEYI IG PRACj,ICE.
JO T N D. KARLEN, L.S NO. 41959
0,16
R
CITY OF
MLRENTON
Planning/Building/Public Works Dept
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
400
390
oil
370
PAGE
DRAWING NO.
WS-03
SHEET OF:
19 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
ESM
10/19/2011
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42334 O
C/STEW
ss�ONAL E'
JOB NO.: 1352-001-006
DWG. NAME: WS-03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-03
19 OF 31 SHEETS