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SEC 25, T 23 N, R 4 E, W.M.
STA. 23 +49, 27' LL _ > T ''
SANITARY SEWER CATCH LINE (TYP.)
STUB IE - 3.67 i
LOT 31 Lu' � STA 24}10 32' LT.
STA. 23 +55, 13.0' LT. -26 LF 8 "0 PVC 12° WATER LINE STUB1k
1 - 12° 11.25" BEND . @ 0.5% LOT 31
THRUST BLOCKS ASPHALT WEDGE
STA. 25 +55, 13.0' LT.
STA. 23 +00 85' RT.
FIRE HYDRANT ASSEMBLY
CURB TYP. 1 - 12" GATE VALVE (MJ'X MJ)
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24 +00 259 \lE"i "O FIC_S- -51-00 -- SS = SS w t
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MH/ 5 ! EX 12° W I FIRE HYDRANT ASSEMBLY EX, 12° W
-- - - - - - - - - - - - - - - - - -
- - - - - - - - -- - - - ------------------------
SIDEWALK TYP.
PT - 23+62.66
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- -- -- L------- - - - - -- ----- I------------------------------ - - - - -- -n
* STA. 24 +10, 13.0' LT.
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i - 12 "x12" TEE (MJ X FL) \ \
1 - 12° GV (FL X MJ)
1 720 LF 12 '0 D.I.
1 - 12° CAP (MJ) W/ TEMP. 2°
BLOW -OFF ASSEMBLY
j 4 -3/4° RODS
THRUST BLOCKS
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10
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- FINISHED GRADE "� l
AT CENTERLINE ° o
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TO LOT 31
1 0 I
82 LF 8 "0 PVC SEWER-/
MAIN AT 0.5% TO LOT 31-
SiIALE
H . 1 " =20'
V: 1"=5'
23 +00 23 +50 24 +00
No. Date By Revision Description
Designed By: Issue Date:
MPJ 07/27/2007
Drawn By:
MPJ /WLG MYLAR
Checked By: Project No.
WED 50063002
APPROXIMATE
EXISTINGI' GRADE
A T CENTERLINE
_� �TO FIRE HYDRANT
259 LF 8 "0 PVC SEWER J
MAIN AT 0.5%
N C0 O a
NY r!i et <t
N N N N N
24 +50 25 +00 25 +50
26 +00
GRAPHIC SCALE
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LEGEND
24 +00
—L - - CENTER LINE
- - RIGHT OF WAY LINE
- - PROPERTY LINE
- - - - - - EASEMENT LINE
SS SEWER LINE
—SEWER LINE STUB NTH PLUG
® SEWER MANHOLE �3
— W —WATER LINE
POE -WATER LINE STUB
FIRE HYDRANT 4
.
—3
N GATE VALVE W33
PJ-1 THRUST BLOCKING I
AIR / VACUUM
RELIEF VALVE
/BO BLOWOFF ASSEMBLY
UTILITY NOTES:
1. ALL SANITARY SEWER PIPES TO BE 8 "0 PVC SDR 35.
2. ALL WATER PIPES TO BE POLYWRAPPED 12 "0 DUCTILE
IRON CLASS 52.
3. ALL SEWER, STORM AND WATER STUBS TO BE CAPPED
AND MARKED PER CITY OF RENTON STANDARDS.
*INSTALL 12" MJ CAP WITH 2" TEMPORARY BLOW -OFF
ASSEMBLY FOR ALL WATER STUBS TO INDIVIDUAL LOTS.
SHACKLE END CAPS TO VALVE AT MAIN LINE.
THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER MAIN IS LIMITED TO 2,800
GA.LONS PER INIiiE (GPM). ANY DEVELOPMENT WITHIN THE BOEING LONGACRES PARK THAT
HAS A FLOW FLOW DEMAND OVER 2,800 GPM WILL BE REQUIRED TO INSTALL ADDITIONAL
OFF -SITE AND ON -SITE WATER MAIN IMPROVEMENTS, WHICH WILL INCLUDE, BUT NOT BE LIMITED
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,
AND /OR AS REQUIRED TO PROVIDE THE REQUIRED FIRE FLOW DEMAND FOR THE PROPOSED
DEVELOPMENTS, IN CONFORMANCE WITH THE CITY OF RENTON'S DEVELOPMENT REGULATIONS.
C rCKcD FOR COUIPI_IAP CF
TO CITY STA DARDS
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BOEING LONCACRES PARK
SANITARY SEWER AND WATER
NACRE'S AVE SW
PLAN AND PR ®FILE
SW -3.1
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606 Columbia St. N.W., Suite 106 T (360) 786-9500
RE1 Y 1 ON, WA
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Olympia, WA 98501 F (360) 786 -5267
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