HomeMy WebLinkAboutS-345005STA. 300 +35.00, 5.00' LT.
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S.S.M.H.
PAD
EL.= 400.75
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CHECKED FOR COMPLIANCE
T^ ^F9 C7ALIMAMMO
A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
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EXIS'I'iNG 8 "k7 PVC S.S. NE 2ND CT ,' --
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- S.S.M.H.1 KEY MAP
�: SEE SHEEP WS -03
PAD PAD
- �� EX. S S li ,1? I
EL= 391.25 EL.= 390.75 PAD I SEE SHEET V6_03
EL.- 390.25 PAD
s :X!STiNG 8 "0 D.I. W.M.
JJ EL. 388.75 �I �� � °0 � � %"
24 253 0? PAD 26
EL.= 400.25 I 27 11"0 IRRIGATION SERVICE WITH
PAD PAD PAD i; DOUBLE CHECK VALVE ASSEMBLY. ( «�- -�i' VERTICAL DATUM:
EL.= 399.75 EL.= 399.25 i PER CITY OF RENTON STD 340.8 I I VERTICAL DATUM IS NAVD 88.
3 4" WATER SERVICE PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113,
EL.= 397.75
POINT NAME RENT1503,
PER DETAIL 320.1 (TYP I I ' S.S.M.H. 12 PUBLISHED ELEVATION = 401.012 FEET.
0 - I SEE SHEET WS -03
-F I + + ° ', I'. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS,
o a o 222 L.F. 8 "0 D.I. W.M.
SEE TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE,
SHEET S
SEE SHEET WS -04
RENTON JOB NO.
MAINTAIN MIN.i 6"
CLEARANCE WITH
STORM DRAINI
i
ROPOSED
TRADE 0
L.F., 8 "0 PVC S.S. ®$ = 0.0181 FT. /FT.
300 ±40 1 300 ±80 301.20 3014
0
FIRST SUBMITTAL
ESM
0/15/200
ELEV. ®
S.S. MAIN
�.,�
1
SECOND SUBMITTAL
ESM
- -
S.S.M.H. #3
25
omcnePn
2
THIRD SUBMITTAL
0
o /z2 /zof
391.25
385.81
3
FOURTH SUBMITTAL
ESM
2 /oB /zof
385.08
/
u. 212
L.F. 8 "0
ESM
2/22/201
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13
MAINTAIN 10'
HORIZONTAL
SEPARATION
12 -�.-
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a
PAD
BETWEEN
WATER AND
SEWER
App
G
EL.= 401.25
z
0
=0.
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1
W
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0
NE 2ND
PL
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PL NE
NOTE:
SEE SHEET
S
WS -03
W~
3
FOR SIDE SEWER CONNECTIONS SEE SIDE
�
�
�O+
SEWER
CONNECTION DETAIL SHEET DT -05.
ti
SEWER
STUBS TO THE PROPERTY LINE
SHALL
BE 6 -INCH MIN. 0 2% MIN. SLOPE.
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cvla0
�nl�
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MAINTAIN MIN.i 6"
CLEARANCE WITH
STORM DRAINI
i
ROPOSED
TRADE 0
L.F., 8 "0 PVC S.S. ®$ = 0.0181 FT. /FT.
300 ±40 1 300 ±80 301.20 3014
0
FIRST SUBMITTAL
ESM
0/15/200
ELEV. ®
S.S. MAIN
.ft`;
1
SECOND SUBMITTAL
ESM
f /3f/
S.S.M.H. #3
25
omcnePn
2
THIRD SUBMITTAL
ESM
o /z2 /zof
391.25
385.81
3
FOURTH SUBMITTAL
ESM
2 /oB /zof
385.08
ON xn
O
4
MYLARS - AW R'(OU'Alr %'I OAP(
ESM
2/22/201
-.-7 -:
EXISTING
GRADE 0
ELEVATION = 411.79 FEET
TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE,
ELEVATION = 410.21 FEET
S.S.M.H. j3 WATER NOTES:
SEE SHEET WS -03 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
-THICKENED EDGE RENTON TRENCH AND STREET OVERLAY DETAIL
SEE SHEET RD -01
'1'O. 1 1[, 1 .Z
rs"t MIM
=2c' ,a, CITY OF
A m RENTON
!____ONE 1N0X -I DATUM
Planning /Building /Public Works Dept.
IF NOT Mt INCH
$ A .IXNXY
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END
OF STUB
ELEV. ®
S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
402.25
391.00
385.56
S.S.M.H. #3
25
391.75
386.55
386.05
S. S. M. H. #3
26
391.25
385.81
385.31
S.S.M.H. #3
27
389.75
385.08
384.58
S.S.M.H. 3
41
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GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
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WATER AND SEWER PLAN AND PROFILE WS -05
SHEET. 2t CF31
0 -50005 (5-3+5o05
REVISIONS
NO.
DESCRIPTION/DATE
BY
0
RRST SUBINRA
10/15/2007
mm
1
SECOND SUBM &
01/31/2008
ESM
2
THm SUBMIRN.
10/22/2010
m
3
mm SIIBY &
12/08/2010
F
4
ml *INt3
12/22/2010
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JOB NO.: 1352 -001 -006
DWG. NAME: WS -05
DESIGNED BY:
MID
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS -05
21 OF 31 SHEETS