S-2008-1.5JILO
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0
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ZI UKAVI I T Z)LWLK MAIN
SCALE
Sm
all
mm
201
01
20
_ 4" DIA. CORE -
2 DIA. CORES 2" DIA. CORE -
2 19 16 18 17
m hi
I
C4
EXISTING SEWAGE
q -
PUMP STATION
WETWELL
EXISTING SEWAGE
PUMP STATION
VALVE VAULT
EXISTING 8" DIP
INV. 21.00
BOTTOM OF VAULT N. -.�
9
EL. 19.34 E I>
I
i
REPLACE EXISTING PIPE
SUPPORT AFTER TEE SECTIOI
INSTALLATION.
10 I 2 USE JACK TO SUPP 12"
ORT (MEGALUG) 2
WHILE TIE -IN WORK IS MJxMJ 90' ELL
BEING DONE.
15
2" BALL VALVE
EXISTING FS 27.17
13
12
11
9
TT 6
D1
10
r� SEE SHEET N0. 15
RVINE AVENUE
L
IONS.
.00)
- -- - -- - -- - - - - -- -- - - -- - - - - - BENDS
PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL
FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD
DWG NO. S -112.
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER
PUMP STATION PER DETAIL 1
16
42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER
FORCE MAIN PER DETAIL 3
16
-- - -� C
REMOVE EXISTING
WNW TEE
STA. 200 +03.38
2
15
2' -6"
e� o u L7
..1 4
CUT TO FIT LENGTH
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
12 "x8" DI TEE
INV. 17.6
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
POLYETHYLENE OR
POLYURETHANE ROPE
TYPE FILLER (TYP.)
DI PIPE PER PLAN
LINK -SEAL WALL SEAL
STANDARD SERVICE
NON- INSULATING
TYPE # /
MODEL "S° tif'
1 ° °-
i
APPLY 1" OF GUN GRATE
ELASTOMERIC SEALANT
IN ANNULAR SPACE (BOTH
SIDES OF MEMBER) TYP.
12" DIA. CORE
EXISTING WALL
WALL PENETRATION r2
NOT TO SCALE 1 C
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILI'T'IES IDENTIFIED
IN THE 7TILE BLOCK ONLY AND HAS BEEN PREPARED IN PART'
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE, FOR ANY ERROR(S) OR OMI SSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWIIAT FROM'I'IIE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
EXISTING 8" SEWER EXISTING 10" DUCTILE
STA. 200 +00.00 IRON SEWER FORCE MAIN
A
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
FOR CONTINUATION OF—
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
PLAN
MATERIAL UST
♦
12 P C O
13
2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED)
❑2
MJIddJ MEGALUG
12" 90' DI END
14
2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING
PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A,
3
10" DI BLIN
OR APPROVED EQUAL WITH 1/2" NPT OUTLET, INLET AND
❑4
MJ MEGALUG)
12 "x8" DI REDUCING TEE
BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND
MINIMUM 5' HOSE FOR FLUSHING.
5
10 "x6" FLG 90' DI REDUCING BEND
15
24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER,
e
___
O.
=111111110 m�
�C
S -6" IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF
F6
8" FLG 90' DI BEND
OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP.
77
8" DRESSER STYLE 131 DISMANTLING JOINT
WELD 1/4" PLATE TO TOP AND 1/4" DIAMETER STEEL ROD
HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE
(L GTH: MIN. = 10 ", MAX. 15"
4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER
FLGxPE
FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO
"WHITE"
8
8" -FEG-Dl SPOOL (LENGTH AS REQUIRED)
CUT TO FIT
COATS GLOSS ENAMEL PAINT.
9
8" FLG DI TEE
15
1/2" PVC (SCH 40)
10
WALL PENETRATION PER DETAIL 16
17
PIPE SUPPORTS ATTACHED TO VAULT WALL
11
Fl
8" BLIND FLANGE WITH 2" F.I.P. OUTLET
18
1/2" 90' ELBOW PVC (SCH 40)
12
2" CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19
1/2" 45• ELBOW PVC (SCH 40)
(JONES J -1943)
SEWER FORCE
MAIN CONNECTION
110111
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.
=oc_
010.
_______
C�.ICO�
iiIIC��O�CO
�C
CIO��CIO�C�
CC==
==
SCALE
Sm
all
mm
201
01
20
_ 4" DIA. CORE -
2 DIA. CORES 2" DIA. CORE -
2 19 16 18 17
m hi
I
C4
EXISTING SEWAGE
q -
PUMP STATION
WETWELL
EXISTING SEWAGE
PUMP STATION
VALVE VAULT
EXISTING 8" DIP
INV. 21.00
BOTTOM OF VAULT N. -.�
9
EL. 19.34 E I>
I
i
REPLACE EXISTING PIPE
SUPPORT AFTER TEE SECTIOI
INSTALLATION.
10 I 2 USE JACK TO SUPP 12"
ORT (MEGALUG) 2
WHILE TIE -IN WORK IS MJxMJ 90' ELL
BEING DONE.
15
2" BALL VALVE
EXISTING FS 27.17
13
12
11
9
TT 6
D1
10
r� SEE SHEET N0. 15
RVINE AVENUE
L
IONS.
.00)
- -- - -- - -- - - - - -- -- - - -- - - - - - BENDS
PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL
FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD
DWG NO. S -112.
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER
PUMP STATION PER DETAIL 1
16
42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER
FORCE MAIN PER DETAIL 3
16
-- - -� C
REMOVE EXISTING
WNW TEE
STA. 200 +03.38
2
15
2' -6"
e� o u L7
..1 4
CUT TO FIT LENGTH
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
12 "x8" DI TEE
INV. 17.6
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
POLYETHYLENE OR
POLYURETHANE ROPE
TYPE FILLER (TYP.)
DI PIPE PER PLAN
LINK -SEAL WALL SEAL
STANDARD SERVICE
NON- INSULATING
TYPE # /
MODEL "S° tif'
1 ° °-
i
APPLY 1" OF GUN GRATE
ELASTOMERIC SEALANT
IN ANNULAR SPACE (BOTH
SIDES OF MEMBER) TYP.
12" DIA. CORE
EXISTING WALL
WALL PENETRATION r2
NOT TO SCALE 1 C
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILI'T'IES IDENTIFIED
IN THE 7TILE BLOCK ONLY AND HAS BEEN PREPARED IN PART'
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE, FOR ANY ERROR(S) OR OMI SSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWIIAT FROM'I'IIE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
EXISTING 8" SEWER EXISTING 10" DUCTILE
STA. 200 +00.00 IRON SEWER FORCE MAIN
A
FOR CONTINUATION OF
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
FOR CONTINUATION OF—
PIPELINE, SEE PLAN AND
PROFILE TO LEFT
TO EXISTING PUMP STATION
SCALE: 1/2" 1
�N L O
.
No. 44497
Ey. 3/31/05
DANIEL BOYLE ENGINEER 0
Consulting Engineers 1120106 JLB 0 RECORD DRAWING
23231 South Pointe Drive, Suite 103
Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION
44497 I 7 6
CT ER RCE N0. DA E REVISIONS
L4
E
22
21
20
REMOVE INTERFERING
PORTIONS OF EXISITNG
SEWER FORCE MAIN
AS REQUIRED. CUT AND
PLUG ABANDONED LINE.
PLAN
MYJIMJ MG Vf1LVV
20 12" DI 90' BIE ND
21 12" PE P C 0 GTH AS REQUIRED)
MJ MEGALUG
12 "x10" DI EDUCER
❑22
23 10" PE PVC SPOOL (LENGTH AS REQUIRED)
24 10" TRANSITION COUPLING (DRESSER STYLE 38)
OR APPROVED EQUAL WITH STAINLESS STEEL
HARDWARE.
SEWER FORCE MAIN
CONNECTION AT MESA DRIVE
SCALE: 1/2" = 1' -0"
0
i
to
0
In
STA. 200+82±
3
16
APPROVED IRVINE AVENUE
SEWER FORCE MAIN REPLACEMENT
ROBIN B. HAMERS R.C.E. 31720 PLAN AND PROFILE
MANAGER/DISTRICT ENGINEER
COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6±
DATE
ARVD DESIGNED JPS DRAWN CADD 168 -1
COSTA MESA
CHECKED JLg DATE 07/04 SANITARY DISTRICT SHEET 16 OF 34
PLAN
MATERIAL UST
12 P C O
13
2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED)
❑2
MJIddJ MEGALUG
12" 90' DI END
14
2" SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING
PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A,
3
10" DI BLIN
OR APPROVED EQUAL WITH 1/2" NPT OUTLET, INLET AND
❑4
MJ MEGALUG)
12 "x8" DI REDUCING TEE
BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND
MINIMUM 5' HOSE FOR FLUSHING.
5
10 "x6" FLG 90' DI REDUCING BEND
15
24" DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER,
S -6" IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF
F6
8" FLG 90' DI BEND
OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP.
77
8" DRESSER STYLE 131 DISMANTLING JOINT
WELD 1/4" PLATE TO TOP AND 1/4" DIAMETER STEEL ROD
HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE
(L GTH: MIN. = 10 ", MAX. 15"
4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER
FLGxPE
FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO
"WHITE"
8
8" -FEG-Dl SPOOL (LENGTH AS REQUIRED)
CUT TO FIT
COATS GLOSS ENAMEL PAINT.
9
8" FLG DI TEE
15
1/2" PVC (SCH 40)
10
WALL PENETRATION PER DETAIL 16
17
PIPE SUPPORTS ATTACHED TO VAULT WALL
11
Fl
8" BLIND FLANGE WITH 2" F.I.P. OUTLET
18
1/2" 90' ELBOW PVC (SCH 40)
12
2" CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19
1/2" 45• ELBOW PVC (SCH 40)
(JONES J -1943)
SEWER FORCE
MAIN CONNECTION
TO EXISTING PUMP STATION
SCALE: 1/2" 1
�N L O
.
No. 44497
Ey. 3/31/05
DANIEL BOYLE ENGINEER 0
Consulting Engineers 1120106 JLB 0 RECORD DRAWING
23231 South Pointe Drive, Suite 103
Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION
44497 I 7 6
CT ER RCE N0. DA E REVISIONS
L4
E
22
21
20
REMOVE INTERFERING
PORTIONS OF EXISITNG
SEWER FORCE MAIN
AS REQUIRED. CUT AND
PLUG ABANDONED LINE.
PLAN
MYJIMJ MG Vf1LVV
20 12" DI 90' BIE ND
21 12" PE P C 0 GTH AS REQUIRED)
MJ MEGALUG
12 "x10" DI EDUCER
❑22
23 10" PE PVC SPOOL (LENGTH AS REQUIRED)
24 10" TRANSITION COUPLING (DRESSER STYLE 38)
OR APPROVED EQUAL WITH STAINLESS STEEL
HARDWARE.
SEWER FORCE MAIN
CONNECTION AT MESA DRIVE
SCALE: 1/2" = 1' -0"
0
i
to
0
In
STA. 200+82±
3
16
APPROVED IRVINE AVENUE
SEWER FORCE MAIN REPLACEMENT
ROBIN B. HAMERS R.C.E. 31720 PLAN AND PROFILE
MANAGER/DISTRICT ENGINEER
COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6±
DATE
ARVD DESIGNED JPS DRAWN CADD 168 -1
COSTA MESA
CHECKED JLg DATE 07/04 SANITARY DISTRICT SHEET 16 OF 34