HomeMy WebLinkAboutWTR2703450.11420
410
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390
e,
A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
SEE SHEET WS-06 202+28.31, 23.22' 20 - MATCHLINE A
STA.It AIR VAC. ASSEMBLY 19 S.S.M.H. #9A, TYPE 1-48"0
- - 262+27 AR
� - 21
\HIGH- 5+ 9 5 A STA. z292 1 z�z3� LT. /PAD
SEE SHEET WS-06 ® POINT ...... .......... EL.=402.75
�........... �x \ L.F. 8"0 PVC S.S. 124
STA.202+12.67, 4.14' RT. \ 51x'�� 20-3r L.F. 8" 0 PVC S.S.
4 1-8�� 45' BEND (MJ) \ 0
PAD CONC. THRUST BLOCKING 10' SEWER
EL.=405.25 9
EASEMENT
S.S.M.H. #9, TYPE 1 -48190
PAD 00 , 4.89 LT.
EL.=403.75 ,
202+79.31, 4.88'
Ox
8 S.S.M.H. #6, TYPE 1 -48"0
128 L.F. 8" D.I. W.M. 22
PAD
STA. 292ig:1.= ''z-%ar' LT. \ PAD
\ EL.=401.75
EL.=401.75 202+01.37, 1.95'i
N L.F. 8"0 PVC S.S.
/ \ 100
\ 3/4" WATER SERVICEAD
25 L.F. 8" D.I. W.M.
3 \ EL. P4 0.75 PER DETAIL 320.1 (TYP) �/ / O O X
00
\ Ox / J� _ \ ✓�\ ox� MAINTAIN 10' MINIMUM
_ STA. 202+52.70, 1.61' RT. HORIZONTAL SEPARATION
_ >> V_ __ \ / 1-8" 45' BEND (MJ) BETWEEN WATER AND SEWER
\1169-L.F. 8"0 � / CONC. THRUST BLOCKING �O `' \
LLJ PVC S.S. �� 15 ` ` . \ 23 EL. PAD
0.75
w ox / JP PAD \ O�
V) % EL.=403.75
\ � S.S.M.H. #8, TYPE 1-48"0
\ ..::.\ XO� x 37 L.F. 8" D.I. W.M. \ STA. LT.
\ o /O \ \ 203+69.93, 4.49
201 +93.71, 9.07 p�p0
14 STA. ' RT. \
- - / PAD STA.,, 201 +95.11, 10.09' RT. \
\ / EL.=402.75 2-8 GATE VALVE (FLxMJ) /
1-8" TEE (FL)
\ O 1-8" ADAPTER (FLxMJ) \
x)JOINT s CONC. THRUST BLOCKING TRENCH
TILITY
201 +66.71, 23.33'
STA. RT. / _ _ �'`pO
PAD FLANGE ELEVATION HYDRANT402.43 ASEMBLY 13
SEE SHEET
\ C�
EX. S.S.M.H. #4
SEE SHEET WS-02 46
moo, \
� x00 \
SEE SHEET WS-03
A� EL.=400.75 402.13 PAD :.: ` / WS-05
EL.=401.25 / `: j 24
=� / 201 +67.09, 11.33' _ PAD
�. 153 L.F. 8"0 D.I. W.M. STA. RT. / / EL.=400.25
1 -6" GATE VALVE (FLXMJ)•
1-8x6 TEE FLXMJ / = Q
CONC. THRUST \BLOCKING / �/
PAD
\ 10 U /0/ EL.=399.75
PAD �J/ 25
\ EL.=398.75 12
It
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00
M M
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
3 O1
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200+1
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Cal 2 Working Days Before You Dig
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w Ltities Underground Location Center
(ID,MT,ND,OR,WA)
do
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200+80
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
RENTON JOB NO.
NOTE:
SEE SHEET
WS-05
FOR SIDE
SEWER CONNECTIONS
SEE SIDE
SEWER
CONNECTION DETAIL SHEET
DT-05.
SEWER
STUBS TO THE
PROPERTY
LINE SHALL BE
6-INCH
MIN. 0
2% MIN. SLOPE.
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M
EXISTING
GRADE 0 �
STORM DRAIN
RIM = 5 402.80
394.79 I.E. _ 395-2 11; 6::0 IN (E
394.77 I.E. = z�r 80 IN (W
394.54 I.E. =ter 8' 0 OUT S)
VASHON AVE. NE
201 +20 201 +60 202+00
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
NO
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
GENERAL ACCEPTED PROFESSIONAL ENGINEERING
AND/OR Sl RVEY/NG PRAVICE.
1
3' MINIMUM COVFR
rKuvuJtu
STORM DRAIN
J Ill. L�VG. I �J e.J.VT, LV/.V/ 1 L1 . / .. - . , "..
RIM = -48�-6$- 402.83 RIM = 3 401.79 RIM
I.E. _ -395.52; 6" 0 IN NW 395.42 I.E. _�.r 8"0 IN (W 393.60 I.E. = -386� 60 IN NE,E 386.75
I.E. = Z^95.2=9, 8"0 OUT (E) 395.08 I.E. _ � - 8"0 OUT E) 393.27 I.E. = 38646,, 8;;0 IN �W 386.74
I.E. =-386.66,, 8 0 OUT (S) 386.47
NE 2ND COURT
202+40 202+80 203+20
ESM
1/31/200
SURVEYED:
SCALE:
1 • 200
ESM
10/22/201
DESIGNED:
�' '
ESM
12/06/201
ESM
12/22/201
DRAWN: M�
M.Y
ONE INCH
AT FULL SCALI
IF NOT ONE IN(
SCALE ACCORDIN,
ESM
02/24/201
CHECKED:
11
REVISION
By
DATE
A P P R
APPROVED:
203+60
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
420
410
400
1
1
1
WE 2ND Cr
Z NE NDCL
!�
W CL
Q z
z N
� < 1
NE 2ND PLACE 1
20' 10, 0 20' 40'
SCALE: 1 „= 20' HORIZ.
1 =10 VERT.
20
123 L.F. 8" 0 PVC S.S.
21 �
10' SEWEF
EASEMENT
22
MATCHLINE A
KEY MAP
WATER 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.
SS STUB
N:180392.73
E:131 1782.83
EXTEND TO PROPERTY
LINE & CAP FOR
FUTURE EXTENSION
SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH ® END
OF STUB
ELEV. ®
S.S. MAIN
DOWNSTREAM
S.S.M.H.
7
401.75
394.26
391.42
S.S.M.H. #4
8
402.75
394.32
392.20
S.S.M.H. #4
10
399.75
391.53
390.97
S.S.M.H. #4
11
401.75
394.15
392.14
S.S.M.H. #4
14
403.75
394.58
393.20
S.S.M.H. #6
15
404.75
397.16
395.07
S.S.M.H. #9
19
404.75
398.50
395.39
S.S.M.H. #8
20
403.75
399.08
394.32
S.S.M.H. 8
21
403.75
398.74
392.84
S.S.M.H. #8
22
1 402.75
397.00
389.07
S.S.M.H. #8
23
1 401.75
396.00
386.76
S.S.M.H. #8
24
1 401.25
387.26
386.76
S.S.M.H. #8
0 0
0
0
0
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N
N
N
't
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0
z
N
w
z
124
16,
-12 L.F., 8" 0 S.S. 0 S = 0.0063 FT./FT.
390 S.S. STUB S.S.M.H. #9
I.E. = 394.50, 8 0 STA. 1 +4 .99,
EXTEND TO PROPERTY RIM = 401.73
LINE & CAP FOR FUTURE I.E. = 393.73, 8"0
EXTENSION I.E. = 393.63, 8" 0
380
S.S.M.H. #9 NORTH
W-345011
204+00
N
N
O
4% - CITY OF GLADCO DEVELOPMENT, L.L.C.
RENTON ROSEWOOD HIGHLANDS PALDBOOK:
_
DRAWING NO:
Planning/Building/Public Works Dept, WATER AND SEWER PLAN AND PROFILE WS-04
SHEET: 20 OF:31
I..1
REVISIONS
NO.
DESCRIPTION DATE
BY
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
ESM
10/22/2010
3
FOURTH SUBMITTAL
ESM
12/06/2010
4
MYLARS
12/22/2010
ESM
5
CONSTRUCTION SET
ESM
02/24/2011
6
AS BUILTS
09/12/2011
ESM
7
AS BUILT MYLARS
JESM
10/19/2011
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42334 Q Q,
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S�ONAL
JOB NO.: 1352-001-006
DWG. NAME: WS-04
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
WS-04
20 OF 31 SHEETS
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