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STA. 19 +68, 86' LT.
SANITARY SEWER STUB
= 16.07
L
- � LOT 30
STA. 19 +51.5, 80' LT.
12" WATER LINE STUB* /
12" CAP W/ 2' TEMP. / s
BLOW -OFF ASSEMBLY
THRUST BLOCKS
LOT 30
STA. 19 +80 50.0' LT.
1 - 12" 45' BEND
THRUST BLOCKS
1
STA. 19 +31, 15' LT.
12" WATER LINE STUB# 1
LOT 32 49
1 12'
STA. 19 +31, 15' LT.
2" AIR /VACUUM RELIEF VALVE \
I - 12" VERTICAL CROSS (FOR POLI-YPIGGING)(MJ X FL) \
12" CAP (MJ) NTH 2" BLOW -OFF ASSEMBLY \
SEE RENTON STANDARD \\
DETAIL B114.
STA 19 +80 15.0' LT. \`
- 12 'x12' TEE
2- 12 ' GV
THRUST BLOCKS
�_
i, 132
M=
SEC 25, T 23 N, R 4 -E1 W.M. Mq
( 13 tF -12 "0 DI W S
I ,
__ - - - -- STA. 22 +82.5 10.0' LT.
LF 8 "0 PVC 1 - 12 "x12° TEE (FL X FL) >�
�\ O 0.5% 3 - -127 GV (FL X MJ) /
/ \ THRUST BLOCKS
/ \ STA. 22 +75 8.0' LT. /
\ \\ LOT 31 1 - 12" 22.5' B(WD �W X MJ) /
\ \ i - 12" 11.25' BEND, (MJ X MJ)
\ \ THRUST BLOCKS
CATCH LINE STA. 22 +09, 12.5' L.T.
' 1 - 12" 22.5' BEND,
GRAPHIC SCALE
20 0 10 20 10 BD
HEFT S4 23
Jr00 ( IN FEE` )
1 inch = 20 tt
3 Ss
° \ MH THRUST BLOCKS
1 STA. 21 +50.5, 12.5' LT.
\ 1 - 12" 22.5' BEND °° \
3N %ASW HES �a� -- THRUST BLOCKS �- \
---- - - - - -- wA
n � \ �'/ �i`L �55� 1 `;
W o -t° -y- W 120 LF 12' 0 48 F 12 0 W 5g \� a' -
o
20 00 105 LF O PVC SS - - / MH/ 3
MH# 2JV /
7
I
SIDEWALK (TYP.)-J
STA. 21 +00 8.5' RT.
FIRE HYDRANT ASSEMBLY^
R 1 i
t �.
J
STA. 19+64,\-25' R T
SEE SHEET CR -2.4 FOR STORM
: 111
SANITARY SEWER STUB, DRAINAGE POND INFORMATION.
LOT 32�1� II I1'
FINISHED -GRADE
/-AT CEWT flL
APPROXIMATE
EXISTING GRADE
AT CENTERLIKE
-----------
z
TO LOT 32
TO LOT 30
TO LOT 32-/
86 LF 8 0 PVC SEWER
MAIN AT 0.5%
SCALE
O
DATUM ELEP
5.00
J C'
N
II If It
N N
It ZZo
L j W LaJ !E!
TO FIRE HYDRANT
TO LOT 30 ! 105 LF 8`0 PVC SEWER
MAIM AT 0.5%
I
x EX. 12� W
j STA. 23 +0 8.5' RT.
x FIRE HYDRANT ASSEMBLY
I I
CONNECT NEW WATERI MAIN TO
� EXISTING 12" WATER LINE STUB
I X REMOVE EXISTING BLOW OFF.
I SEE CONNECTION DET�ILS,
I RENTON STANDARD D TAIL
8116
417 LF 12 "0 DI W
X THE MAXIMUM AVAILABLE FIRE FLOW FROM THE NEW 12 -INCH WATER
MAIN IS LIMITED TO 2,800 GALLONS PER IIINUTE (GPM) ANY
--
82, LF 8 "0 PVC SEWER)
- MAN-- AT-0-.5Yv
13 LF 12 "0 DI
19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00
No. Date By Revision Description Designed By: Issue Date:
MPJ 07/27/20Q7
Drawn By:
MPJ /WLG MYLAR
Checked By: Project No.
WED 50063002
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.
LEGEND
24 +00
- +- - CENTER LINE
- - RIGHT OF WAY LINE
- - PROPERTY LINE
- - - - - - - - - EASEMENT LINE
SS SEWER LINE
-SEWER LINE STUB WITH PLUG
• SEWER MANHOLE
W -3.
- W -WATER LINE
111110 --- WATER LINE STUB
FIRE HYDRANT OW�_3.
H GATE VALVE 33.
►J-1 THRUST BLOCKING i3
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
WATER STUBS TO INDIVIDUAL LOTS.
r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE.
�T O CITY T NDAn0 14
+ Date 1 ALL-
Ayaw ��� '�
Date 3-131/03'
Date
hE
L s.
�~y 6as r,�,,s�� BOEING L®NGACRES PARK
0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0
8'1go � p� q PLAN AND PROFILE
I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA
WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267
www.PAcLAND.com
ROLL 208 IF 4-5':12
� p II .--• C
C) II ^ I
II
IQNZ=p
��-
v� w w (
v
PROVIDE 0.5' MIN. T
TO EXISTING
SAND- CUSHION. T
TO FIRE 0
169 LF 12 0 DI W H
HYDRANT
58 LF 8 "0 PVd SEWER 6
661 LF 8 "0 PVC SE R
MAIN AT 0.5% M
MAIN AT 0.5% _
_
82, LF 8 "0 PVC SEWER)
- MAN-- AT-0-.5Yv
13 LF 12 "0 DI
19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00
No. Date By Revision Description Designed By: Issue Date:
MPJ 07/27/20Q7
Drawn By:
MPJ /WLG MYLAR
Checked By: Project No.
WED 50063002
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.
LEGEND
24 +00
- +- - CENTER LINE
- - RIGHT OF WAY LINE
- - PROPERTY LINE
- - - - - - - - - EASEMENT LINE
SS SEWER LINE
-SEWER LINE STUB WITH PLUG
• SEWER MANHOLE
W -3.
- W -WATER LINE
111110 --- WATER LINE STUB
FIRE HYDRANT OW�_3.
H GATE VALVE 33.
►J-1 THRUST BLOCKING i3
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
WATER STUBS TO INDIVIDUAL LOTS.
r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE.
�T O CITY T NDAn0 14
+ Date 1 ALL-
Ayaw ��� '�
Date 3-131/03'
Date
hE
L s.
�~y 6as r,�,,s�� BOEING L®NGACRES PARK
0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0
8'1go � p� q PLAN AND PROFILE
I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA
WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267
www.PAcLAND.com
ROLL 208 IF 4-5':12
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.
LEGEND
24 +00
- +- - CENTER LINE
- - RIGHT OF WAY LINE
- - PROPERTY LINE
- - - - - - - - - EASEMENT LINE
SS SEWER LINE
-SEWER LINE STUB WITH PLUG
• SEWER MANHOLE
W -3.
- W -WATER LINE
111110 --- WATER LINE STUB
FIRE HYDRANT OW�_3.
H GATE VALVE 33.
►J-1 THRUST BLOCKING i3
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
WATER STUBS TO INDIVIDUAL LOTS.
r _C.: "D FCl CG'; SHACK E CA S TO VALVE AT MAIN LINE.
�T O CITY T NDAn0 14
+ Date 1 ALL-
Ayaw ��� '�
Date 3-131/03'
Date
hE
L s.
�~y 6as r,�,,s�� BOEING L®NGACRES PARK
0 1 ® NACRES AVE SW SANITARY SEWER AND WATER SW -3.0
8'1go � p� q PLAN AND PROFILE
I &L V 606 Columbia St N.W., Suite 1D6 T (360) 786-9500 RENTON, ®N, WA
WHO 6/01/07 Olympia, WA 98501 F (360) 786-5267
www.PAcLAND.com
ROLL 208 IF 4-5':12