HomeMy WebLinkAboutS-051008PUMP BASE PLATE
ANCHOR BOLTS, SIZE,
QUANTITY AND LOCATION
PER PUMP MANUFACTURER
4 "x4 "x1/4" ANGLE MOLDED
INTO TANK WALL ON THE
INTERIOR CIRCUMFERENCE
BOTTOM CORNER OF
SLOPING TANK FLOOR
C
UO3
NOTE:
NOTE:
FRP TANK NOTES:
PROVIDE SIMILAR BOOT SEAL CONNECTION
PENETRATION SEAL •1
ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD
PROVIDE NON —SLIP SURFACE ON FLOOR
FOR SUMP PUMP DISCHARGE PIPING.
MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF
AND SLOPING SIDE OF TANK BOTTOM.
I
INSTALLATION AND REMOVAL OF PIPE SPOOL
12" DIA. x 8" FRP STUB END �
SHOWN IS INTENDED TO BE PERFORMED FROM
CONCRETE WALL WITH GROUT.
FLANGE BOLT TO BACKING FLANGE
WITHIN THE FRP TANK.
WITH STAINLESS STEEL BOLTS.
1' 1
OUTLET PIPE, APPROX. 2'-0" LONG
4" 90* BEND TO BE CONNECTED
9' -0" DIA. FRP TANK WALL
PLACE GASKET BETWEEN FLANGES
10" DIA. x 12" LONG FRP
OUTLET PIPE SLEEVE MOLDED
aq F
INTO TANK WALL (TYP. OF 2)
SEE DETAIL A, DWG. NO. UO3
4" DIA. x 10" DIA. CUSTOM
PULL —ON END SEAL, EQUAL TO
PIPE SEAL & INSULATOR,
THREADED HOLES IN FLANGE,
1" WIDE STAINLESS STEEL CLAMPS,
EACH SIDE OF END SEAL TO PROVIDE
'
MODEL C
VAULT SIDE ONLY (TYP. OF 2)
WATERTIGHT CONNECTION
/
1" WIDE STAINLESS STEEL CLAMPS,
OF ND SEAL
� \\ �� 4" DIA. D.I. FORCE MAIN PIPE
- 3 DIA. FRP - SLEEVE -FOR
SUMP PUMP DISCHARGE
PIPING, . SEE MECHANICAL
PLAN, DWG. NO. MOI
10" DIA. x 12" LONG
FRP OUTLET PIPE SLEEVE
MOLDED INTO TANK
WALL (TYP. OF 2)
4 1'x4 "xV2" ANGLE
MOLDED NTO TANK WALL,
FOR GRATING FRAME
STRUCTURAL SUPPORT
FIBERGLASS TANK
GASKET BETWEEN FLANGES
PUMP PAD DISTRIBUTION
PLATE, MOLDED INTO
BOTTOM OF TANK,
AN VIEW ANCHOR BOLT LOCATIONS
TO BE DETERMINED BY
PUMP MANUFACTURER
SCALE: 1" = 2' -0"
1 1 1•
SCHEDULE
TOATION1 IMPROVEMENTS
FRP TANK NOTES:
� �
PENETRATION SEAL •1
ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD
aoB No.
SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION
MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF
1277.20
4" DIA. D.I. (FLxFL) FORCE MAIN
FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED.
CONCRETE WALL WITH GROUT.
ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE
MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE
1' 1
OUTLET PIPE, APPROX. 2'-0" LONG
4" 90* BEND TO BE CONNECTED
F
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1 /
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OVAL
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DIA. D.I.
FROM SADDLE MANHOLE,
SEAL PENETRATION THROUGH
'
10109192
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EXPIRES 8/2/96
CONCRETE WALL WITH GROUT
1• '
1 1
: ,•i
{
1 I
C_yl
••1 1 CUSTOM 1
+ I
f
f
s
7ND SEAL, SEE DETAIL A,
1WG. NO. UO3
z
••1 1 1
a 1.1 1 INTO WALL OF TANK.
,�„?. -.�.
........ 5 a. ..:,
- 3 DIA. FRP - SLEEVE -FOR
SUMP PUMP DISCHARGE
PIPING, . SEE MECHANICAL
PLAN, DWG. NO. MOI
10" DIA. x 12" LONG
FRP OUTLET PIPE SLEEVE
MOLDED INTO TANK
WALL (TYP. OF 2)
4 1'x4 "xV2" ANGLE
MOLDED NTO TANK WALL,
FOR GRATING FRAME
STRUCTURAL SUPPORT
FIBERGLASS TANK
GASKET BETWEEN FLANGES
PUMP PAD DISTRIBUTION
PLATE, MOLDED INTO
BOTTOM OF TANK,
AN VIEW ANCHOR BOLT LOCATIONS
TO BE DETERMINED BY
PUMP MANUFACTURER
SCALE: 1" = 2' -0"
1 1 1•
SCHEDULE
TOATION1 IMPROVEMENTS
FRP TANK NOTES:
� �
ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD
aoB No.
SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION
MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF
1277.20
r !'
FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED.
DETAILS
ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE
MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE
1' 1
ENGINEER PRIOR TO PROJECT ACCEPTANCE.
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1 /
16727
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SIGNED :
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10109192
a
S([I': \71511 ( -I1 (,) I...t ll.'.II
EXPIRES 8/2/96
1
••1 1 1
I
1
�
1•
FIBERGLASS TANK
OBLIQUE VIEW (CUT AWAY)
N.T.S
SCHEDULE
TOATION1 IMPROVEMENTS
FRP TANK NOTES:
SCHEDULE A: COTTONWOOD L.S. REPLACEMENT
ALL FRP PIPE SLEEVES, STRUCTURAL SECTIONS, THE BACKING FLANGE AND THE PUMP DISTRIBUTION PAD
aoB No.
SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION
MUST BE INSTALLED WITH THE FRP TANK AT THE MANUFACTURER'S SHOP. NO FIELD CONNECTIONS OF
1277.20
FIBERGLASS TANK
FIBERGLASS PARTS WITH FIBERGLASS RESINS WILL BE ALLOWED.
DETAILS
ALL REPAIRS OF FIBERGLASS PARTS PRIOR TO PROJECT ACCEPTANCE MUST BE COMPLETED BY THE
MANUFACTURER PER THE SPECIFICATIONS. ALL REPAIRS ARE TO BE INSPECTED AND ACCEPTED BY THE
ENGINEER PRIOR TO PROJECT ACCEPTANCE.
aq F
16727
gBC15T8R p
OVAL
SIGNED :
nsua t nai NI:.
l I)0 la
nna
E NGTN I S I.c IrIu
10109192
a
S([I': \71511 ( -I1 (,) I...t ll.'.II
EXPIRES 8/2/96
8" DIA. x 12" DIA. CUSTOM PILL
END SEAL, EQUAL TO PIPE SEAL 9' -0" DIA. FRP TANK WALL
& INSULATOR, MODEL C
B B INLET CONNECTION
M01 UO3 OBLIQUE VIEW
N.T.S
GASKET MATERIAL TO PROVIDE FIRM DUAL GUIDE RAIL PER PUMP MANUFACTURER
CONTACT BETWEEN PLATE AND TANK,
MATERIAL SHALL NOT DECAY FROM PUMP BASE PLATE S.S. ANCHOR BOLT & NUT,
CONTACT WITH SEWAGE. ATTACHED TO STEEL SUPPORT PLATE,
SIZE, QUANTITY AND LOCATION PER
PUMP MANUFACTURER
PUMP BASE PLATE PER PUMP MANUFACTURER
SEAL PERIMETER OF PLATE AFTER
FINAL PUMP ADJUSTMENT
NON —SLIP SURFACE ON FLOOR
AND SLOPES OF TANK BOTTOM
4' -0" x 5' -0" x Y4" THICK STEEL SUPPORT
PLATE, MOLDED INTO TANK BOTTOM UNDER
PUMP BASE PLATE (FOR DISTRIBUTING WEIGHT
OF PUMPS OVER TANK BOTTOM)
BOTTOM OF FRP TANK
D D PUMP BASE CONNECTION
M01 UO3
SCALE: 1" — 4"
S �/®
SCHEDULE
TOATION1 IMPROVEMENTS
CITY OF ENTON — 92 LIFT
SCHEDULE A: COTTONWOOD L.S. REPLACEMENT
DWG No.
aoB No.
SCHEDULE B: LAKE WASHINGTON L.S. #2 REHABILITATION
D03
1277.20
FIBERGLASS TANK
DETAILS
CTNWD06 I DAD I DRE 1 SHOWN AUG 11, 1994 8 of 20
I I A+