HomeMy WebLinkAboutWTR2703450.3400
390
370
5
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.
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
VASHON PL NE
SEE SHEET WS-05
MAINTAIN 10' MINIMUM
HORIZONTAL SEPARATION
BETWEEN WATER AND (SEWER
10 12
PAD PAD
EL.=398.75 EL.=396.75
S.S.M.H. #3, TYPE 1-48"O
STA. 105+ 17.89, 5.20' LT.
154 L.F. 8"0 PVC S.S. --i
THICKENED EDGE
DRAWING RD-01
NE 2ND PLACE
TRACT F
STORM VAULT
25 L.F. 8"0 PVC S.S.
S.S.M.H. #2, TYPE 1-48"01
STA 105+41.15, 4.65' RT.
106+00
1— *
104 L.F. 8"0 PVC S.S.
EXISTING 8"O D.I. W.M. PER
AS —BUILT DWG #W-505
STA. 105+28.97, 14.51' 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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PROPOSED
GRADE 0 �
PROPOSED STORM DRAIN
EXISTING 8"0 D.I. W.M.
(ASSUMED ELEVATIONS)
N
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3 154 L.F. "
Q 8 sa pVC S.S.
S = 0.0452 FT. /FT.
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= W S.S.M.H. 3 TYPE 1— 48"0
Z STA 105+17 89 20 LT
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RIM
= 393.19
W
I.E. =
382.83,
8"0 IN (N W)
V
I.E. =
382.73,
8-0 OUT (SE)
25 L.F., 8"0
PVC S.S.
® S=0.0067 F
C C LA W JL7 TYPE 1 -AR"
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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Celli 2 Working Days Before YOU Dig
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W 1-800-424-5555
W " Uffdm LtKierground Location Center
(ID,MT,ND,OR,WA)
T.G. = 391.68
I.E. = 382,56, 8"0 IN (W
I.E. = 382.46, 8"0 OUT E)
104+40 104+80 105+20
CHECKED FOR COMPLIANCE
Tn rITY CTAAInARnC
RENTON JOB NO.
EXISTING 8"0 SEWER TO BE
REMOVED OR ABANDONED
105+60
EXISTING uj
w
GRADE ® LLLL
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0
t
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S.S.M.H. i1. TYPE 1-48"0
20' 10' 0 20' 40'
SCALE: 1 "= 20' HORIZ.
1 =10 VERT.
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REMOVE EXISTING
S.S.MH. #2
z
AND 8"0 PVC S.S.
FROM
bi
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EXISTING S.S.M.H.
#2 TO UNION
AVENUE PER CITY
OF RENTON
STANDARDS
S.S.M.H. #1, TYPE 1-48"0
STA 106+ 17.99, 4.15' 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.
STA. 106+45.02, 3.98' RT.
T.G. = 386.91
I.E. = 381.25, 8"0 IN (W
I.E. = 381.15, 8"0 OUT SE)
106+00
106+40
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J
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a
0 FIRST SUBMITTAL ESM 0/15/200 SURVEYED: SCALE: VERTICAL NAVD 19M
1 SECOND SUBMITTAL ESM 1/31/200 1•_2W HORIZONTAL: NAD ,sas/,ss,
DESIGNED:
2 THIRD SUBMITTAL ESM 0/22/201 1>
3 FOURTH SUBMITTAL ESM 2/06/201 DRAWN:
G.R. ONE INCH DATUM
4 MYLARS ESM 2/22/201 CHECKED: AT FULL SCALE
I� DATE
NOT ONE INCH
N C. REVISION B Y DATE A P P R APPROVED: SCALE ACCORDINGLY
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NEE 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 ® END
ELEV. ®
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
12
397.75
389.60
383.57
S.S.M.H. #3
>= CITY OF
RENTON
Planning/Building/Public Works Dept
400
370
w 345003
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FlELDBOOK:
PAGE:
DRAWING WATER AND SEWER PLAN AND PROFILE S-03
SHEET: OF
19 31
REVISIONS
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-03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS-03
19 OF 31 SHEETS