HomeMy WebLinkAboutS-345003A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON
VASHON PL NE
SEE SHEEP WS -05
MAINTAIN 10' MINIMUM
HORIZONTAL SEPARATION T I�
BETWEEN WATER AND SEWER
10 . 12c'
PAD PAD
0 EL.= 398.75 EL= 396.75 I y Ij IITR4CT F
0
i'
S.S.M.H. #3, TYPE 1 -48 "0
NISTA. 105 +17.89, 5.20' LT. �7
tj (/)
154 L.F. 8 "0 PVC S.S. p- -- - -0O
Y
W
x ., ........
Lu
Z — —
W J —
C) —
Q
EXISTING SEWER MAIN PER AS —BUILT DWG S -435
TO BE ABANDONED OR REMOVED
EXISTING SEWER STUB PER AS —BUILT DWG —
S -435. CONTRACTOR TO DEFLECT
ACCORDINGLY TO CONNECT INTO NEW SYSTEM.
PER STD PLAN 407 CONTRACTOR MUST
MAINTAIN SERVICE TO SEWER STUB.
N d
00
1 �
w N
x
tn_ -z
W J
U)
EXISTING SEWER STUB PERIAS -BUILT DWG S -435.
_ CONTRACTOR TO DEFLECT ACCORDINGLY TO
- CONNECT O NEW SYSTEM. CONTRACTOR MUST
I MAINTAIN SERVICE TO SEWER STUB.
THICKENED EDGE
SEE DRAWING RD -01
GRADE
PROPOSED STORM
STORM VAULT
3 �� li i iIiI I I
o 25 L.F. 8 "0 PVC S.S.
I I! II !
�y I
- ; i! - L.
S.S.M.H. /2, TYPE 1 -48 "0T
�
ii STA*
105 +41.15, 4.65' RT.
NE 2ND PLACE
8 "4 D.I.
S ------
- _
I.E. 382.83, 8 "0 IN ((N W
I.E. =1 382.73, 8 0 OUY tS�)
T.G. = 391.681
I.E. = 382.56,18:0
I.E. = 382.46, 8 "0
104140 104
'
I +80 � 105;+21
CHECKED FOR COMPLIANCE
Tn PIN CTAKHNADIIC
EX 8" D.i.
-- _/ /
104 L.F. 8 "0 PVC S.S.
EXISTING 8 '0 D.I. W.M. PER
AS -BUILT DWG #W -505
STA. 105 +28.97, 14.51' RT.
1 -8" TEE (FL)
3 -8" GATE VALVES (FLXMJ)
CONIC. THRUST BLOCKING
CUT -IN TEE CONNECTION PER
DETAIL 300.4 ON SHEET DT -06
104 L.F.
1
= JCti.H1I
= 381.25,E 8 0 IN
= 381.15, 8 "0 01
106 +00 1
s
0 w
I'- a
Q N)
w�
I— N
20' 10' O 20' 40'
SCALE: 1' -20 HORIZ.
1 " =10' VERT.
REMOVE EXISTING S.S.MH. #2
AND 8 "O PVC S.S. FROM
EXISTING S.S.M.H. #2 TO UNION
AVENUE PER CITY OF RENTON
-. OF Y', -NC E "9 TO BE
PI-MOVED _ OP BANDONEo
xIS INC 8 "0 'PVC S.S. PER
,,S —BUILT DVIG lw -505
�EX. S. S MJH }1 TYPE 11;
STA 106'6[3,28, 1 / 22 RT.
S.S.M.H. /11, TYPE 1 -48 "0
STA 106 +77.99, 4.75 RT.
SHALLOW MANHOLE PER STD PLAN 400.2
CONNECT TO EXISTING SS MAIN
EXISTING ASPHALT TO REMAIN.
SAWCUT AND PATCH AS NEEDED
TO CONSTRUCT VAULT AND INSTALL
SEWER MAIN.
P.IM I= 387 -510 I
LE. = 382 C5 8� 0 IN (4V)
LE. 381 a5, 8'i2 OUT (SE)
0
Cal 2 Waiting Days Before You CV
6
1- 800 -424 -5555
0
MIS UnWwWwW Location Center
s
(ID.MT,NtD,OR,WA)
e
1/31/2
THICKENED EDGE
SEE DRAWING RD -01
GRADE
PROPOSED STORM
STORM VAULT
3 �� li i iIiI I I
o 25 L.F. 8 "0 PVC S.S.
I I! II !
�y I
- ; i! - L.
S.S.M.H. /2, TYPE 1 -48 "0T
�
ii STA*
105 +41.15, 4.65' RT.
NE 2ND PLACE
8 "4 D.I.
S ------
- _
I.E. 382.83, 8 "0 IN ((N W
I.E. =1 382.73, 8 0 OUY tS�)
T.G. = 391.681
I.E. = 382.56,18:0
I.E. = 382.46, 8 "0
104140 104
'
I +80 � 105;+21
CHECKED FOR COMPLIANCE
Tn PIN CTAKHNADIIC
EX 8" D.i.
-- _/ /
104 L.F. 8 "0 PVC S.S.
EXISTING 8 '0 D.I. W.M. PER
AS -BUILT DWG #W -505
STA. 105 +28.97, 14.51' RT.
1 -8" TEE (FL)
3 -8" GATE VALVES (FLXMJ)
CONIC. THRUST BLOCKING
CUT -IN TEE CONNECTION PER
DETAIL 300.4 ON SHEET DT -06
104 L.F.
1
= JCti.H1I
= 381.25,E 8 0 IN
= 381.15, 8 "0 01
106 +00 1
s
0 w
I'- a
Q N)
w�
I— N
20' 10' O 20' 40'
SCALE: 1' -20 HORIZ.
1 " =10' VERT.
REMOVE EXISTING S.S.MH. #2
AND 8 "O PVC S.S. FROM
EXISTING S.S.M.H. #2 TO UNION
AVENUE PER CITY OF RENTON
-. OF Y', -NC E "9 TO BE
PI-MOVED _ OP BANDONEo
xIS INC 8 "0 'PVC S.S. PER
,,S —BUILT DVIG lw -505
�EX. S. S MJH }1 TYPE 11;
STA 106'6[3,28, 1 / 22 RT.
S.S.M.H. /11, TYPE 1 -48 "0
STA 106 +77.99, 4.75 RT.
SHALLOW MANHOLE PER STD PLAN 400.2
CONNECT TO EXISTING SS MAIN
EXISTING ASPHALT TO REMAIN.
SAWCUT AND PATCH AS NEEDED
TO CONSTRUCT VAULT AND INSTALL
SEWER MAIN.
P.IM I= 387 -510 I
LE. = 382 C5 8� 0 IN (4V)
LE. 381 a5, 8'i2 OUT (SE)
0
FIRST SUBMITTAL
ESM
bo/15/2W71
0
I s'0
1
SECOND SUBMITTAL
ESM
1/31/2
DOWNSTREAM
oolcxco
2
THIRD SUBMITTAL
ESM
S.S.M.H.
12
397.75
3
FOURTH SUBMITTAL
ESM
Oft W
4
MYLARS
ESM
F/20
NO.
REVISION
BY
APPR
RI
L.E.,
3"o
S= 6 -040C
9 < .)N (NIN N)
Z DU I (S)
11
r
1
1
1
NE 2ND CT ;-
Q 97T
NE 2ND
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.
VERTICAL DATUM:
VERTICAL DATUM IS NAVE) 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
SANITARY SIDE SEWERS
NO.
0ESCRIP110N TE
SEWER STUB
0
FlRST SUBMRTPL
10/15/20D1
E%1
MIN. FF
DEPTH 0 END
I ELEV. 0
DOWNSTREAM
LOTS
ELEV.
OF STUB
S.S. MAIN
S.S.M.H.
12
397.75
389.60
383.57
S.S.M.H. #3
wmrx xaw Tees CITY OF
1 �.�, xoaaaxni: HN leer /1x91 �I•
RENTON
°�� DATUM
^T Hai srH� Planning /Building /Public Works Dept.
IE H°i d1E IXCN
SGVE ACC°P°INCLY
5- 345003
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
WATER AND SEWER PLAN AND PROFILE
0-345ao3 (5- 34953c--�3
WS -031
REVISIONS
NO.
0ESCRIP110N TE
OY
0
FlRST SUBMRTPL
10/15/20D1
E%1
1
SECOND SUBMRTAL
01/31/1008
ESN
2
THIRD SUBM1
10/22/2010
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3
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12/06/2010
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JOB NO.: 1352 - 001-006
DWG. NAME: WS -03
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 12/22/2010
DATE OF
PRINT:
WS -03
19 OF 31 SHEETS