HomeMy WebLinkAboutS-051006FILL DEPRESSION WITH GROUT
SEALER TO COVER ANCHOR BOLT AND
PREVENT DEBRIS FROM FILLING HOLE
NOTE: TANK /SLAB SEAL CONNECTION
ALTERNATIVES MUST BE APPROVED
BOLT AND WASHER TO BEAR
B THE ENGINEER.
AGAINST CONCRETE SLAB
TOP OF PRECAST CONCRETE TOP SLAB
FOR 12' DIA. LIFT STATION
DEPRESSION TO CONCEAL TOP OF
#
ANCHOR BOLT, CONTRACTOR TO SIZE,
BOLT SHALL NOT EXTEND ABOVE
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CONCRETE SLAB.,
D
' : v
OR
1" DIA. SLEEVE FOR REMOVABLE
1,
b
ANCHOR BOLTS, CAST WITH
CONCRETE SLAB
THREADED
FOR
OR CIRCUMFERENCE OF STRUCTURE
MANHOLE GASKET'
(TYP. EACH JOINT)
b,. ,-
GROUT AS NECESSARY TO FILL GAPS (TYP.)
RUBBER GASKET TO SEAL BETWEEN CONCRETE
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AND FRP TANK ALONG CIRCUMFERENCE.
DRILL HOLE IN CONCRETE WALL FOR
INSTALLING HILTI HVA ADHESIVE
ANCHOR SYSTEM
Y4" DIA. ADHESIVE ANCHOR INSERT
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',, ..�., '' ° �' y`= °`
APPROX. 1' -6"
® 12" O.C., CIRCUMFERENCE OF
STRUCTURE, EQUAL TO HILTI HVA
ADHESIVE ANCHOR SYSTEM:^
INTERIOR WALL OF 9' DIA. FRP TANK,
EXTERIOR WALL OF 12' I.D.
TOP OF FRP TANK WALL TO BEAR AGAINST
CONCRETE LIFT STATION
RUBBERIZED GASKET AND SEAL CIRCUMFERENCE
REMOVABLE
TOP SLAB CONNECTION CO3 TANK /SLAB SEAL
CO3
SCALE: 1" = 6" SCALE: 1" = 6"
W' STEEL PLATE
CONNECTION, 16 PLATES
EQUALLY SPACED AROUND
PERIMETER, COAT PLATE
WITH COAL TAR EPDXY
BEFORE INSTALLATION
JOINT BETWEEN
MANHOLE SECTIONS
S -6"
2"
B"
B"
grog
1' -2"
In
-W' DIA. EXPANSION BOLT, EQUAL TO
HILTI S.S. KWIK BOLT 11, KBI1304SS34 -434
EMBEDMENT DEPTH PER MANUFACTURER'S
REQUIREMENTS TO DEVELOP FULL
STRENGTH OF BOLT
MANHOLE GASKET
(TYP. EACH JOINT)
6 „`', �- INTERIOR WALL OF 12' I.D.
PRECAST CONCRETE LIFT STATION,
WALL REINFORCEMENT NOT SHOWN
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—L2' Ij
MANHOLE JOINT CONNECTION
C13 CO3
SCALE: 1” = 6"
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
.e�iJis�lLG /®PE �l�s
RH2 ENGINEERING P.S. DAffE
GRATING OBLIQUE
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q 16727
�`D�+sTSREOx SIGNED:
Sroxnt 10109192
EXPIRES 8/2/96
FRP LADDER CONNECTED TO CONCRETE
TOP SLAB AND GRATING FRAME,
SEE DETAILS DWG. NO. UO2
1 ,. 1• 1
(2) Y2" DIA. FRP BOLTS AND NUTS,
EACH LEG OF ANGLE,
EQUAL TO FIBERBOLT
4 "x4 "xY8" FPR ANGLE, EACH SIDE
16x3xY4 BEAM, COPE FLANGES AT ENDS
W 6x6xYe BEAM
GRATING PLAN
SCALE: 1" = 2' -0"
2 "x2" SQUARE x2" THICK FRP MOLDED GRATING,
EQUAL TO CHEMGRATE, SECURE TO SUPPORT
FRAME WITH S.S. CLIPS AT 12" O.C. EXCEPT
WITHIN RFMOVARI F SFCTION
1'
4 "x4 "x3'e" FRP ANGLE MOLDED
INTO TANK WALL AROUND
INTERIOR CIRCUMFERENCE
D GRATING CONNECTIONS
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SCALE: 1" = 4"
9' -0" DIA. FRP TANK AND SLEEVES
2 "x2 "x Y4" FRP ANGLE, FULL LENGTH OF BEAM,
SECURE TO TOP FLANGE OF BEAM WITH EPDXY,
;TYP. EACH SIDE OF GRATING)
3' -0" x 4' -0" REMOVABLE FRP GRATING
TO FIT BETWEEN AND MATCH LEVEL
OF ADJACENT SECURED GRATING
FRP GRATING, CUT TO FIT AGAINST TANK WALL
CUT FRP BEAM TO FIT AGAINST TANK WALL (TYP.)
GRATING NOTES:
SEAL ALL CUT FIBERGLASS EDGES
ALL FIBERGLASS BEAMS TO BE
EXTREN 625 OR EQUAL.
CUT GRATING AND BEAMS TO
FIT AGAINST TANK WALL
(2) 1/2" DIA. FRP BOLTS
AND NUTS, EQUAL TO FIBERBOLT,
EACH SIDE OF BEAM WEB CENTERED
WITHIN BEAM FLANGE
9' -0" DIA. FRP TANK WALL
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SCHEDULE A ONLY
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