HomeMy WebLinkAboutWTR2703450.9EXISTING 12" D.I.
W.M. PER AS -BUILT
DRAWING #W-245
EXISTING 36" (SPU)
W.M. APPROXIMATE
LOCATION
420
410
400
390
SEE SHEET WS-0'
100+65.76, 11.93'
STA. ' RT.
1-6" GATE VALVE (FLXMJ)
PER DETAIL 300.1 ON SHEET DT-06
8"X6" TAPPING TEE (MJXFL)
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
EXISTING 12"0
C.I. WATER MAIN PER
AS -BUILT DWG #W-245
/ 100+65.04, 23.44' VASHON AVE NE
V ' SEE SHEET WS-04
STA. LT.
1-5 1 /4" FIRE HYDRANT ASSEMBLY -
FLANGE ELEVATION = 411.41 4
I 411.33 PAD
EL.=405.25 00
I I PAD 2 3 EXISTING SEWER MAIN PER AS -BUILT I +
EL.=411.25 PAD S-435 TO BE REMOVED OR ABANDONED
PAD
I I EL.=409.25 EL. 407.25 BETWEEN EXISTING S.S.M.H #3 AND I
EXISTING S.S.C.O.. REPLACE WITH 263 L.F. 0
8"0 PVC S.S. AS SHOWN. RECONNECT I CV
» UNVERIFIED LOCATION OF EXISTING SIDE SEWERS PER STD PLAN 7
JOIN U ILI 3/4 WATER SERVICE EXISTING S.S.C.O. TO BE 407. MAINTAIN UNINTERUPTED SERVICE TO
I o PER DETAIL 320.1 (TYP) REMOVED EXISTING HOMES CURRENTLY SERVED.Rd- M
-TRENCH o r� PAD 3 0 O
o + + N EL.=400.75
N + + MAINTAIN 10' MINIMUM I och
` HORIZONTAL SEPARATION
......-•.................................................... BETWEEN WATER AND SEWER 00
Q .............................. .........----...----------- ..............
......................................... ..
..............
....% ....................
................ ........ ..
z�
101 00 - - - - - - - - - _ W
PIL
102+ -- - - - - - - VIn103+00 NE 2ND PLACE
263 - - -- -- -
L. F. 8 "0
n
n
NE 2ND CT
z 2ND z
z
Uj a
Qz z
O O
z_ NE 2ND PLACE
KEY MAP
20' 10' 0 20' 40'
SCALE: 1 „_20' HORIZ.
1 =10 VERT.
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
EX. S.S.M.H. 3,
PVC S.S. TO BE REMOVED S.S.M.H.
A M4'TYPE 4zT= BLT.
THICKENED EDGE
EXISTING
8"0 D.I. W.M.
APPROXIMATE
SEE SHEET RD-01
PER AS
-BUILT DWG
EX. S.S. STUB
EXISTING HYDRANT
#W-505
LOCATIONS
UPGRADE WITH STORTZ
S.S.M.H. #5, TYPE 1 -48"
'
1 �f
ADAPTOR IF
LT.
fC�O
STORTZ ADAPTORISSTA
101 +01.26, 3.57'
��
NE 2ND
PLACE
NOT PRESENT
r
103+74.51, 12,32'
STA. RT.
STA. 103+73.35, 13.50' RT
STA. 103+75.75, 13.45' 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
00 `t
O 00 O
I O
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00
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ra 00 n
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00
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to 4 M
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0 O 0
o0 t\ (0 (0
0) (3) 0) m
-.4-It
It d
M r7 r7
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
GENERA��CCEPTED PROFESSIONAL ENGINEERING
AND/ORVEYIO PRAQT)CE.
JONA�-I" D. KARLEKI, L.S. NO. 41959
DAT .
380
�m
;,
N
o`
3w
Im
00
ja
0
0
0
N
V)
a- M Q -
w Cal 2 Working Days Before You Dig
U_ 1-800-424-5555
Unities Underground Location Center
' V,MT,ND,OR,WA)
mo
100+40 100+80
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
PROPOSED
GRADE 0
EXISTING
GRADE
N i
263 - -
-z"s� PVC S.S. S 0.0483 F-I- - - - - -
®
S.S.M.H. 5 -
STA. 101 +01.60, 2.25 �OT
RIM = 69-�a 409.60 FINAL RIM GRADE) EXISTING 8"0 D.I. W.M.
I.E. _-462.80, 6"0 IN (N 402.40 ASSUMED ELEVATIONS)
I.E. =-462-�8 8"0 OUT E) 402.19
101 +20
101 +60 102+00
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
N0. REVISION
102+40 102+80
ESM
1/31/200
SURVEYED:
ESM
10/22/201
DESIGNED:
ESM
12/06/201
ESM
12/22/201
DRAWN:
ESM
02/24/2011
CHECKED:
B�
DATE
A P P R
APPROVED:
PROPOSED
STORM DRAIN
a
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH @ END
OF STUB
ELEV. CAD
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
398.35
S.S.M.H. #4
4
406.25
399.08
395.93
S.S.M.H. #4
NOTES:
(
ao
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.
EXISTING 8"O SEWER
S.S.M.H. #4, TYPE 1-48"0 TO BE REMOVED OR
STA. 103+64.39, 4.21'T. ABANDONED
3 RIM = 56-66- 396.97 L(NOT FINAL RIM GRADE)
I.E. _ -309.85, 8'0 IN (W N) 389.48
I.E. _ -3fr�-- 8 "0 OUT (E) 389.27
103+20 103+60 104+00
SCALE:
VERTICAL NAVD 1988
1 wsAA0 HORIZONTAL NAD 1983/1991 :!R
CITY 0F
`V -7RENTON
CH DATUM
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
�1
10-
0 0
•3
V) W
w=
z0
�w
W=345009
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
PAGE:
420
410
W
wt,
:e
S-02
OF:
18 31
REVISIONS
NO.
DESCRIPTION/DATE
BY
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
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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JOB NO.: 1352-001-006
DWG. NAME: WS-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-02
18 OF 31 SHEETS
ond