HomeMy WebLinkAboutS-345012STA. 300 +35.00, 5.00' LT.
1 -8" 90' BEND (MJ)
CONIC. THRUST BLOCKING
S.S.M.H.
390
A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
EXISTING 8 "0 PVC S.S. - -, I
PAD
EL.= 391.25
24
PAD
EL.= 400.25
O
PAD \`
EL.= 400.75 I
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
370 _ _ AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
__ -- IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY CCEPTED PROFESSIONAL ENGINEERING
AND /OR VEYI PRACTI
360 JONAT D. KARLE L.S. NO. 41959
DAT . 0
e '
Call 2 Wol "V Days Before You Dig
LL m
1- 800 - 424 -5555
PY
UMN Underground Location Center
13
iDMTNDOR,WA)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
PAD
EL.= 390.75
25
PAD
EL.= 399.75
PAD
EL.= 390.25 PAD
i EL.= 388.75
26 27
PAD PAD
EL.= 399.25 EL.= 397.75
JOINT UTILITY 3/4" WATER SERVICE
TRENCH PER DETAIL 320.1 (T
o
EX. S.S.M. 1 #2
SEE SHEET 'A'
1"0 IRRIGATION SERVICE WITH
DOUBLE CHECK VALVE ASSEMBLY.
PER CITY OF RENTON- STD 340.8 - -
m
300 +40
1 SECOND SUBMITT.
2 THIRD SUBMITTAL
3 FOURTH SUBMITL
4 MYLARS
5 CONSTRUCTION S
.L.
MAINTAIN MIN.; 6"
CLEARANCE WITH
STORM DRAINI
IROPOSED
TRADE 0 j
'4$ L.F., 8 "0
211
REVISION
S.S. ® S =
1 0.0183
301 �20
ESM t /31 /z
ESM 10/22/201
ESM 12/06/201
ESM 1z/zz/zo1
ESM oz /za /zof
BY DATE APPR
EXISTING
GRADE
- -- L.F. 8"0 D.I. W.M.
N
um
20' 10' 0 20' 40'
SCALE: 1 " =20' HORIZ.
3 1 " =10' VERT.
�jI I EXISTING 8 "0 D.I. 1AI.M.
N
o
o
I� rol S.S.M.H. #2
SEE SHEET WS -03
SEE SHEET WS -03
S.S.M.H. J3
SEE SHEET WS -03
In o
o ( o
THICKENED EDGE
o° SEE SHEET RD -01
+ p
o co
NE 2ND PL
SEE SHEET WS -03
:. O 1 "'1 I is L
301 t60 302.00 302 ' 40
mm� u
vERncu: raw lase
_ , NONRONVL NI➢ 19&T /1891
OESICxEO'�1 1 • � �� %'B� CITY OF
DaAwx: RENTON
LC oNE IxcH DATUM
OHEUEM AT PUll . Planning /Building /Public Works Dept.
IF NOT ONE INCH
APPROVED: EME AttORaNOI.v
,
KEY MAP
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
WATER NOTES:
i. 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.
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
L 217
DOWNSTREAM
S.S.M.H.
13
402.25
391.00
385.56
S.S.M.H. #3
25
391.75
386.55
- -
- -
26
391.25
385.81
385.31
T
PVC S.S.
389.75
385.08
384.58
-
o
ESM
T
AS BUILT MYURS
10/19/2011
ES1.1
O
2
MAINTAIN 10' HORIZONTAL SEPARATION
VJ
I
t
PAD BETWEEN WATER AND SEWER 12
EL.= 401.25 (y
J
ZJ
302+00.95, 2.71'
0
0-
a
Z
-
STA.
LT.
SEE
SHEET WS -04
V
0-
VASHON
=
PL
NE 1- 8x6GTEE (FLXMJ)FLXMJ)
NOTE:
CONC. THRUST \BLOCKING
W
FOR SIDE SEWER CONNECTIONS
SEE SIDE
15.73'
SEWER CONNECTION DETAIL
SHEET DT -05.
STA. 302 +01.01,1 ' RT.
a
SEWER STUBS TO THE PROPERTY LINE
1 -5 1/4" FIRE HYDRANT ASSEMBLY
U
SHALL BE 6 -INCH MIN. 0
2% MIN. SLOPE.
FLANGE ELEVATION = -39+.34393.99
3
m
300 +40
1 SECOND SUBMITT.
2 THIRD SUBMITTAL
3 FOURTH SUBMITL
4 MYLARS
5 CONSTRUCTION S
.L.
MAINTAIN MIN.; 6"
CLEARANCE WITH
STORM DRAINI
IROPOSED
TRADE 0 j
'4$ L.F., 8 "0
211
REVISION
S.S. ® S =
1 0.0183
301 �20
ESM t /31 /z
ESM 10/22/201
ESM 12/06/201
ESM 1z/zz/zo1
ESM oz /za /zof
BY DATE APPR
EXISTING
GRADE
- -- L.F. 8"0 D.I. W.M.
N
um
20' 10' 0 20' 40'
SCALE: 1 " =20' HORIZ.
3 1 " =10' VERT.
�jI I EXISTING 8 "0 D.I. 1AI.M.
N
o
o
I� rol S.S.M.H. #2
SEE SHEET WS -03
SEE SHEET WS -03
S.S.M.H. J3
SEE SHEET WS -03
In o
o ( o
THICKENED EDGE
o° SEE SHEET RD -01
+ p
o co
NE 2ND PL
SEE SHEET WS -03
:. O 1 "'1 I is L
301 t60 302.00 302 ' 40
mm� u
vERncu: raw lase
_ , NONRONVL NI➢ 19&T /1891
OESICxEO'�1 1 • � �� %'B� CITY OF
DaAwx: RENTON
LC oNE IxcH DATUM
OHEUEM AT PUll . Planning /Building /Public Works Dept.
IF NOT ONE INCH
APPROVED: EME AttORaNOI.v
,
KEY MAP
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
WATER NOTES:
i. 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.
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O 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
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
Cat. 0 -3450 (�- (s- 34-51) 1
390
K1'_*)
PAGE:
wumxG xo
WS -05
L
REVISIONS
NO.
DESCRIPTION /DATE
BY
1
SECOND SUBMI
01/31/2008
ESM
2
THIRD SUBWUAL
10/22 /2010
ESM
3
fOURH SUBMITTAL.
12/06/2010
ESM
4
MW6
12/22/2010
1
6
M14B UCHON SET
02/24/2011
MNI
6
AS BVILTS
09/12/2011
ESM
T
AS BUILT MYURS
10/19/2011
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SYONAL ���
JOB NO.: 1352 -001 -006
DWG, NAME: WS -05
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS -05
21 OF 31 SHEETS