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W/ � RUSf OCKiN J)
>a aI>
23'
ER;
NOTE. NOTE.
OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL
o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT
SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN
IS SHOWN ON THESE PLANS ON THESE PLANS.
I
I
I
L o
`5
m
N
` I
r-
4" FIRE SERVICE b ;
WATER POC '-
b
2 -1/2° DOMESTIC--\
WATER POC -.
L /
6' 5600`
RIM TO GRADE
IE= 21.33 •_
SEE DETAIL'
a 42 LF 6"
6, Gs STUB J� K^' - 2.00% NA
SEE MECH'L PANS PN
(i} (DDGVA IM At
SEE DEAL a {>7 3p 25 4" DI 2 i
i LF 172-
4' DP .S` RJ __E �, C 2 (RJ)
4 90• BEND RJ
fl
THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL)
PER RENNTON STD DTL. SEE 71
2' TEMP BLOW OFF ASSEMBLY C3v10
SHACKLE TO CONCRETE DEAD -MAN BLOCK
STA 19 +13.5 (268.2' Rt.)
J
/ /v/� / \\
'XI
N.E. 114 SEC. 25, T.23N., R.4E., W.M
0 10 20 40
No
Call
\ SCALE lw =20' before you
4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or
ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW
2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555
ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA)
ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD
COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO /
TESTWG DETAL
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010
� W U '
'
(1) 12 "X12" VERTICAL CROSS (MJ FL)
OD CD r- (
PER RENTON STD DTL. SEE 11
2' TEMP BLOW OFF ASSEMBLY C3v10
- GAS
..,:u..sr,.: x,e. _.�z�.. ..:Y.:tlb, .4Qt sr �..:.ur,`�+f- �.�'f�r�' ° �•!'b x,. .. ., ..S s:. ,! #u7. ��
W/ � RUSf OCKiN J)
>a aI>
23'
ER;
NOTE. NOTE.
OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL
o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT
SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN
IS SHOWN ON THESE PLANS ON THESE PLANS.
I
I
I
L o
`5
m
N
` I
r-
4" FIRE SERVICE b ;
WATER POC '-
b
2 -1/2° DOMESTIC--\
WATER POC -.
L /
6' 5600`
RIM TO GRADE
IE= 21.33 •_
SEE DETAIL'
a 42 LF 6"
6, Gs STUB J� K^' - 2.00% NA
SEE MECH'L PANS PN
(i} (DDGVA IM At
SEE DEAL a {>7 3p 25 4" DI 2 i
i LF 172-
4' DP .S` RJ __E �, C 2 (RJ)
4 90• BEND RJ
fl
THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL)
PER RENNTON STD DTL. SEE 71
2' TEMP BLOW OFF ASSEMBLY C3v10
SHACKLE TO CONCRETE DEAD -MAN BLOCK
STA 19 +13.5 (268.2' Rt.)
J
/ /v/� / \\
'XI
N.E. 114 SEC. 25, T.23N., R.4E., W.M
0 10 20 40
No
Call
\ SCALE lw =20' before you
4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or
ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW
2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555
ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA)
ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD
COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO /
TESTWG DETAL
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010
>a aI>
23'
ER;
NOTE. NOTE.
OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL
o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT
SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN
IS SHOWN ON THESE PLANS ON THESE PLANS.
I
I
I
L o
`5
m
N
` I
r-
4" FIRE SERVICE b ;
WATER POC '-
b
2 -1/2° DOMESTIC--\
WATER POC -.
L /
6' 5600`
RIM TO GRADE
IE= 21.33 •_
SEE DETAIL'
a 42 LF 6"
6, Gs STUB J� K^' - 2.00% NA
SEE MECH'L PANS PN
(i} (DDGVA IM At
SEE DEAL a {>7 3p 25 4" DI 2 i
i LF 172-
4' DP .S` RJ __E �, C 2 (RJ)
4 90• BEND RJ
fl
THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL)
PER RENNTON STD DTL. SEE 71
2' TEMP BLOW OFF ASSEMBLY C3v10
SHACKLE TO CONCRETE DEAD -MAN BLOCK
STA 19 +13.5 (268.2' Rt.)
J
/ /v/� / \\
'XI
N.E. 114 SEC. 25, T.23N., R.4E., W.M
0 10 20 40
No
Call
\ SCALE lw =20' before you
4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or
ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW
2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555
ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA)
ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD
COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO /
TESTWG DETAL
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010
I
I
I
L o
`5
m
N
` I
r-
4" FIRE SERVICE b ;
WATER POC '-
b
2 -1/2° DOMESTIC--\
WATER POC -.
L /
6' 5600`
RIM TO GRADE
IE= 21.33 •_
SEE DETAIL'
a 42 LF 6"
6, Gs STUB J� K^' - 2.00% NA
SEE MECH'L PANS PN
(i} (DDGVA IM At
SEE DEAL a {>7 3p 25 4" DI 2 i
i LF 172-
4' DP .S` RJ __E �, C 2 (RJ)
4 90• BEND RJ
fl
THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL)
PER RENNTON STD DTL. SEE 71
2' TEMP BLOW OFF ASSEMBLY C3v10
SHACKLE TO CONCRETE DEAD -MAN BLOCK
STA 19 +13.5 (268.2' Rt.)
J
/ /v/� / \\
'XI
N.E. 114 SEC. 25, T.23N., R.4E., W.M
0 10 20 40
No
Call
\ SCALE lw =20' before you
4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or
ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW
2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555
ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA)
ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD
COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO /
TESTWG DETAL
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010
J
/ /v/� / \\
'XI
N.E. 114 SEC. 25, T.23N., R.4E., W.M
0 10 20 40
No
Call
\ SCALE lw =20' before you
4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or
ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW
2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555
ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA)
ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD
COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO /
TESTWG DETAL
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010
GAS ' / GASSY ��_(,"_ .r.� — --
- -- w -- ' -mow =— -- -- -
w
--
!ig _ W_ A
(1) FIRt RYbRANT ASSEMBLY
19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �-
CL52 EXISTING 12" WATER
SEE DETAIL _ �G -
,, .r MAIN AND VALVE
!y {I
11
if
I
I
I'
15:0' WATER E
— 210 LF 6"
--(PRIVATE)-
1.91%
SIA 1
x F3 6+ Sc
o m ' RIM T
49s IE= i
SEU
A
SAI
SEE I
iV21 CL52 (RJ)
12 LF 12" DI 652_(RJr
12 "0• TEE (RJ) 9w
12" GATE VALVES (FLxRJ)
4 "GATE VALVE (FI.xRJ)
THRUST BLOCKING
19 +14.i. (252.5' Rt.l
COUGHLIN PORTERLUN®EEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
413 PINE STREET - SUITE 300 P: 2061343 -0460
SEATTLE. WA 98101 F: 206!343 -5691
>Gkil»
12 "x12" VERTICAL CROSSING (MJxFL)
12• BLIND FLANGE
12" BLIND RANGE W/ 2" TAP & 2" PLUG
-- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF
W/ TEMP BLOCKING
REMOVE CLEANING "POLY -PIG'
III
/ M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL
RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND
i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING
I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12"
(` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL
2�f4i 3910
AN INSTALL SS 0 p (PIPE I f
DETNL 10 c � I WATER TESTED � EXISTING 12" WATER
0 I I I
i ! I BY 4-17-08
PAT D. __. ... )/ ) MAIN AND VALVE
I? h F
V TESTED ( �.
4 -96-08 { I 1 1 1 1
YY BY {PAT D. I ( I
§TBR.
SIONA.L _
1/21/2010