HomeMy WebLinkAboutS-345002EXISTING 12" D.I.
W.M. PER AS -BUILT
DRAWING #W -245
0
SEE SHEET WS -01
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STA. 100 +65.87, 115.90' RT.
1 -6" GATE VALVE (FLXMJ)
PER DETAIL 300.1 ON SHEET DT -0
S "x a fA?PIH& TEE (MszFL)
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
EXISTING 12 "0
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1
412.25
C.I. WATER MAIN PER
402.78
S.S.M.H.
#5
2
410.25
404.17
AS -BUILT DWG #W -245
S.S.M.H. #4
3
408.25
401.81
PAD
398.35
S.S.M.H. #4
1
406.25
399.08
395.93
S.S.M.H. #4
EL.= 405.25
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EL. 4 D .25
PAD
EL.= 409.25
PAD
-
EXISTING SEWER MAIN PER AS -BUILT
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00 +65.75, 23.66' LT.
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EL.= 407.25
a
S -435 TO BE REMOVED OR ABANDONED
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/4" FIRE HYDRANT ASSEMBLY
BETWEEN EXISTING S.S.M.H #3 AND
ELEVATION = 411.31
0
UNVERIFIED
LOCATION OF
EXISTING S.S.C.O.. REPLACE WITH 263 L.F.
"0
.%
3/4" WATER
SERVICE
EXISTING S.S.C.O.
TO BE
8 PVC S.S. AS SHOWN. RECONNECT
PER DETAIL
320.1 (TYP)
REMOVED
EXISTING SIDE SEWERS PER STD PLAN
0
VFLANGE
0
407. MAINTAIN UNINTERUPTED SERVICE TO
PAD
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EXISTING HOMES CURRENTLY SERVED.
EL.= 400.75
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MAINTAIN 10' MINIMUM
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HORIZONTAL SEPARATION
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BETWEEN WATER AND SEWER
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263 L.F. 8 "0
PVC S.S.
EXISTING 8 "0 D.I. W.M.
PER AS -BUILT DWG
S.S.M.H. #5, TYPE 1 -48" #W °505
STA 101 +01.60, 2.25' LT. 1Ax jV46,g�2,v_�)07'1`
R Ca/ 2 W"ft Days Before You N
1- 800 -424 -�
,Q uti6hes Underground Location Ceder
(D Wr,ND,OR WA)
100-40 100
CHECKED FOR COMPLIANCE
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412.25
406.44
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SEE SHEET WS -0
0
0
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N E 2 ND PLAC.
X 8 "D.I.
I -. -� 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 -C
00
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1
412.25
406.44
402.78
S.S.M.H.
#5
2
410.25
404.17
400.53
S.S.M.H. #4
RIMIVITVINV, G.GJ LI. ''11
RIM = 409.78 � EXISTING 8 "0 D.I. Vd.M.
I.E. = 402.88, 6 "0 IN (N) (ASSUMED ELEVATIONS) {!,
I.E. = 402.78. 8 "0 OUT iE) ! '.
101
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- S.S.M.I
STA. 1
20' 10' O 20' 40'
SCALE: 1 " =20' HORlz.
1" =10' VERT.
a
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
TYPE 1 -48 "0
39. 4.20' LT.
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. 0
S.S. MAIN
DOWNSTREAM
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
M N5
12/22/2010
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. 0 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.
S.S.M.H. EXISTING 8'0 SEWER Z :.. ---
- #4, TYPE48 0 TO BE REMO_V_ED0_R_ U _ -_ -_- 380 -_
STA 1034-64.39, 4.21 LT. ABANDONED - S=345002
RIM - 1396.87 I.E. - 389.87 8 0 IN W N I.E. = 1389.77, 8 0 POUT E
101+60 102+00 10240 102.80 103-20 103 +60 104.00
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1 SECOND SUBMITTAL ESM ,/31/200 �,�x xoxaoxru: NW lees /+ee, S� CITY OF ,
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01/31/2008
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10/22/2010
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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
18 OF 31 SHEETS