HomeMy WebLinkAboutS-339903E
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SEC 25, T 23 N, R 4 E, W.M.
*STA. 28 +56, 3.4' ,LT. i
1 - 12 "x12" TEE �MJ X FL) I I STA. 28 +54, 30' LT.
1 - 12" GV (FL X, MJ)
125 L.F. 12 "0 D.I.,
1 - 12" CAP (MJ) W/ 2" TEMP.
STA. 27 +27, 3fl' LT. BLOW -OFF ASSEMBLY
12' WATER LINE STUB * 4 - 3/4" RODS j
LOT 29 THRUST BLOCKS
STA. 28 +42, 28.45' LT.
SANITARY, SEWER I
STUB IE 1 11.11 I
C
CD D CATCH LINE (TYP.) LT, 8
NN 30 ry ➢ 35.5 LF 8 "0 PVC ® 0.51 - -
O -- --
Q af 25 -
----- - - - - -- r
1- U 25.5 LF 8'0 PVC ® 0.5% - - - -- 1
V) �- -- ' ------- - - - - -- - - -
�ii ice.'. , /
w w _ _ / try
U) _ _ - - - - 128 LF 12 "0 DI W ` _ 9 LF 15
n
- VW - i �= —ter W W W
SW
fl� - - - -- 27+0 223 LF 8 °0 PVC SS
- +� !
-- - -- -- ',ss _ - Z
n -
- ii_ - -
_
-x - - x - x-- x- - x- - x- - x - - X - -. z �x- - x - - x- x -xI Ef.i2pW
MHO 6 EX, 12" W SIDEWALK (TYP.)
(4-285) PT = 26 +83.41
40
APPROXIMATE
EXISTING GRADE
AT CENTERLINE
30
a<
mod-°
II
�Q
c, FINISHED GRADE \
N W W
AT CENTERLINE
20 -
10
26 +00
L SCALE
H: 1 " =20'
V: 1 "=5
v`I
12" WATER LINE STUB*
*STA. 27 +21, 12.1' LT.
LOT 28
1 - 12'x12" TEE (MJ X FL)
Ca
1 - 12° GV (FL X MJ)
STA. 28 +67 30' LT.
125 L.F. 12 "0 0.1.
12" WATER LINE STUB*
LOT 27
1 - 12" CAP (MJ) W/ 2" TEMP
STA. 26 +16, 27' LT.
BLOW -OFF ASSEMBLY
4 - 3/4° RODS
SANITARY,
SANITARY S WER STU IE =
12.27
THRUST BLOCKS
LOT 29 "/
I
i SPA. 128+E, 111' RT. I
SEC 25, T 23 N, R 4 E, W.M.
*STA. 28 +56, 3.4' ,LT. i
1 - 12 "x12" TEE �MJ X FL) I I STA. 28 +54, 30' LT.
1 - 12" GV (FL X, MJ)
125 L.F. 12 "0 D.I.,
1 - 12" CAP (MJ) W/ 2" TEMP.
STA. 27 +27, 3fl' LT. BLOW -OFF ASSEMBLY
12' WATER LINE STUB * 4 - 3/4" RODS j
LOT 29 THRUST BLOCKS
STA. 28 +42, 28.45' LT.
SANITARY, SEWER I
STUB IE 1 11.11 I
C
CD D CATCH LINE (TYP.) LT, 8
NN 30 ry ➢ 35.5 LF 8 "0 PVC ® 0.51 - -
O -- --
Q af 25 -
----- - - - - -- r
1- U 25.5 LF 8'0 PVC ® 0.5% - - - -- 1
V) �- -- ' ------- - - - - -- - - -
�ii ice.'. , /
w w _ _ / try
U) _ _ - - - - 128 LF 12 "0 DI W ` _ 9 LF 15
n
- VW - i �= —ter W W W
SW
fl� - - - -- 27+0 223 LF 8 °0 PVC SS
- +� !
-- - -- -- ',ss _ - Z
n -
- ii_ - -
_
-x - - x - x-- x- - x- - x- - x - - X - -. z �x- - x - - x- x -xI Ef.i2pW
MHO 6 EX, 12" W SIDEWALK (TYP.)
(4-285) PT = 26 +83.41
40
APPROXIMATE
EXISTING GRADE
AT CENTERLINE
30
a<
mod-°
II
�Q
c, FINISHED GRADE \
N W W
AT CENTERLINE
20 -
10
26 +00
L SCALE
H: 1 " =20'
V: 1 "=5
v`I
12" WATER LINE STUB*
24 +t00
-
LOT 28
i
*STA. 28 +71, 5.3' LT. LOT
III
W-328s)
1 - 12 "x12" TEE (MJ X FL)
STA. 28 +67 30' LT.
'?
1 - 12" GV (FL X MJ)
12" WATER LINE STUB*
LOT 27
125 LF. 12 °0 D.I.
STA. 28 +50 25' RT.
ARE HYDRANT ASSEMBLY
PC = 28 +75.19
STA. 28 +82.5 7.5' LT.
1 - 12" 45' BEND i
I THRUST BLOCKS
r------ - - - - -- - --
STA. 28 +87, 4.5' LT.
1 - 12" 45' BEND
THRUST BLOCKS
2 ly-
6 LF
I - 12 CAP (MJ) W/ 2 TEMP. BLOW -OFF ASSEMBLY
4 - 3/4" RODS
THRUST BLOCKS
STA. 28+91, 32' LT.
SANITARY SEWER
STUB IE = 10.48
LOT 27
31 LF 8 "0 .PVC
I 3+00 - - --
GRAPHIC SCALE
{ IN )
1 inch = 20 tl
LEGEND
I t n - x'29 °W
24 +t00
-
16?
EX. 12°
T CENTER LINE
LINE
III
W-328s)
- 2tl�j
1
- - PROPERTY LINE
EASEMENT LINE
-' -
30
SEWER LINE
I
- - - - - - _ _ _ _ INTERCEPT EXISTING SEWER LINE WITH NEW
BOEING LONGACRES PARK
_
PIPE. AS FIRST ORDER OF WORK,
E-- SEWER LINE STUB WITH PLUG
I
i SPA. 128+E, 111' RT. I
CONTRACTOR SHALL VERIFY HORIZONTAL
AND VERTICAL LOCATION OF SEWER
® SEWER MANHOLE 3-
1 ONNECT NEW WATER MAIN TQ EXISTING W
lEIR� �_
- CONNECTION POINT AND NOTIFY ENGINEER
W
I IVALVE. PRIOR TO WORKI CONTRACTOR TO
(HORIZONTAL AND VERTIC LOCATION OF W
PL1Y
P TERI i IMMEDIATELY IF LOCATION IS NOT AS
W —WATER LINE
ILINE CONNECTION. SEE �ENTON STANDARD / SHOWN.
DETAIL 8116. I I I
OF WATER LINE STUB
\ STA. 28 +75.19 BACK = I
/MAIN
{7LL E3 ga7�J$a5 � � L %i
FIRE HYDRANT W-3•
STA. 3 +36.37 AHEAD
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-Ss
H GATE VALVE 33.
►J-1 THRUST BLOCKING �3
AIR /VACUUM
40 �M
� RELIEF VALVE
THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800
*BO BLOWOFF ASSEMBLY
GN1AtIS PER kWM (GPM). ANY DEVELOPMENT WTHIN THE BOEING LONGACRES PARK THAT
HAS A FLOW FLOW DEMAND OVER 2,800 GPM WALL BE REQUIRED TO INSTALL ADDITIONAL
UTILITY NOTES:
OFF -SITE AND ON -SITE WATER MAIN IMPROVEMENTS, WHICH WILL INCLUDE, BUT NOT BE LIMITED
1. ALL SANITARY SEWER PIPES TO BE 8 "0 PVC SDR 35.
TO, A SECOND 12 -INCH WATER LINE IN SW 27TH STREET FROM THE EXISTING 12 -INCH WATER
LINE IN OAKESDALE AVENUE SW AND THE NEW 12 -INCH LINE SHALL EXTEND TO THE WEST,
2. ALL WATER PIPES TO BE POLYWRAPPED 12 "0 DUCTILE
AND /OR AS REQUIRED TO PROVIDE THE REQUIRED FIRE FLOW DEMAND FOR THE PROPOSED
IRON CLASS 52.
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Designed By: Issue Date:
MPJ 07/27/2007
Drawn By:
MPJ MYLAR
Checked By: Project No.
WED 20MMOOLOO
,.� :�_ =� ^
"
DEVELOPMENTS, IN CONFORMANCE WITH THE CITY OF RENTON'S DEVELOPMENT REGULATIONS.
-
-' -
30
3. ALL SEWER, STORM AND WATER STUBS TO BE CAPPED
M O cq
BOEING LONGACRES PARK
SANITARY SEWER AND WATER
AND MARKED PER CITY OF RENTON STANDARDS.
�O R�ISTV
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NACRES AVE SW
*INSTALL 12" MJ CAP WITH 2" TEMPORARY BLOW -OFF
- 0 II Z
3 u
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Z
REN I ON, WA
ASSEMBLY FOR ALL WATER STUBS TO INDIVIDUAL LOTS.
SHACKLE END CAPS TO VALVE AT LINE.
x
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/MAIN
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(0 cn CIE - _
Lill
w .NncLANO.can
-Ss
- _--- . - - - -- - I. - - - --
9 LF 112 "0 DI W TOOLOTO 28 35 LF
TO LOT 29
— -- — 11 12 "0 DI W
0 - •�- r- - - --
.. _ _
223 LF 810 PVC SEWER TO FIRE HYDRANT
MAIN AT 0.5% TO LOT 28 AND! 29 MATCH EXISTING TO LOT 27
WATERLINE ,
61 LF 8 "0 PVC SEWER 15 LF 12F0 DI W
MAIN AT 0.84%
26 +50 27 +00 27 +50 28 +00
No. Date Revision Description
Designed By: Issue Date:
MPJ 07/27/2007
Drawn By:
MPJ MYLAR
Checked By: Project No.
WED 20MMOOLOO
28 +50 29 +00
i.H_CK __D FOR COA/Ir11Ai,'C1_
TO CITY STA IDAr 1)3
�� Date
uV
Date
'~
�Po
BOEING LONGACRES PARK
SANITARY SEWER AND WATER
�O R�ISTV
o
\
NACRES AVE SW
PLAN AND PROFILE
SW -3.2
�Si6NAL � 606 Columbia St. N.W., Suite 106
T (360) 786 -9500
REN I ON, WA
Olympia, WA 98501
F (360) 786 -5267
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