HomeMy WebLinkAbout4032-3Ductile Iron Drafts for Ei
Situation, Weight load gu
Requirement
• H-25 Heavy -Duty Grates
" H-10 Medium -Duty Grates
• Solid Covers H-25 Rated
• Blame Grates
• Domed Grates
• Drop-in Grates
• ADA Compliant Grates
MAGI: 564. $0. $411
'Ono. in. 2843
Dome
Light -Duty
8"&10"
Standard
Light -Duty
(brava "awe
in 8"&10"
Solid
Light -Duty
Traffic 12" & 1 " 18"
i#eMLDom Pedestrian
Lig -Duty410
H-10.
12" & 15"
18
%24" & 30-"
J91ke
ght-Duty
18"
Standard
H-25
18" & 24"
Solid
H-25
Looking option is available for
all grates.
All grate options are available for
drain basins and inline drains.
Ductile Iran Giraffes meet the (lowing
ASTM standards.
ASTM A536 grate 70-50-05 r ductile iron.
ASTM A-48-83 Class 30B 12" & 15"
cast Imn frames.
i we'
/A\
Standard
H-26 24"
Hhged Standard
Desgn H-25
12" & 15"
Pedestrian 24'
H-10 Pedestrian
H-10
Dsstgn
12" & 15"
Pedestrian
Light -Duty
Bronze
12"15"
Solid
H-25
MWgvd
Dedgn
30"
Standard
H-25
30"
Solid
H-25
Drop -In Grate
Our light-duty D In Grates, avalleble
In sizes 8" through ", provide easy
instalkron by elle-d the need for
a frame. They also adap to a variety of
commonly used pipes.
PROPOSED
8' X G" RCB
5'-0"
1 '-1 1 3/4"
EXISTING SIDE OF N SIDE OF RCB
HEADWALL #5 BAR LOCATED
9" UP FROM BOTTOM
DRILL HOLE OF RCB
EPDXY BAR IN PLACE — - TI -
3"
3"
1211 1 2"
MIN. MIN.
0 DOWELING DETAIL
TOP VIEW
NTS
1.5" MIN.
1.5
MIN.
#4 @ G" O.C. EACH SIDE
18" HORIZ. X 12" VERT.
#G @ G" O.C.
3" MIN.
1.5"
1.5"
G"
G" 8'-O" G"
\:f,c = 4,000 PSI
#4 @ 12" O.C. fy = GO KSI
SECTION D -D
8
8'X 6" RCB DETAIL
O
NTS
F
EXISTING HEADWALL
AND WINGWALLS
SAWCUT HEAD LL
DOWEL IN EXISTING HEADWALL
SEE D FLING DETAIL, SHEET 3
ISTING 4'X 4"
UNDER SIDEWALK
DRAIN
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SAWCUT TOP OF HEADWALL DOWN TO GRADE
EXISTING TOP = (98.40)
I PROPOSED TOP = 97.G4
DOWEL INTO EXISTING HEADWALL
SEE DOWELING DETAIL, LEFT
SAWCUT HEADWALL
WRAP WALLS OF RCB AROUND
O MEET EXISTING HEADWALL,
C TINUE STEEL (BOTH SIDES)
OVE WI NGWA
EXISTING HEADWALL TREATM E
SCALE: 1 " = 3'
D
DIAMOND TREAO ON COKER AND FRAME. SEE NOTE 2.
SECTION B -B
•
SECTION A --A
to
A mm
DRILL AND TAP
FROE 3/8-16 NC -2 {3')
SECTION E --E
SECTION D -D
(2-3/4-)
SECTION F -F
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
FROY«L"TW BY PX
STAT+ E7RiCPLAN
PUBUw �u� SNC
1093
RECTANGULAR FRAME AND COVER
152-1
�v.1o9a
SHEET 1 Q _2
USE WITH STARDARD SPE 1 CA ONS FOR PUBLIC WORKS CONSTRUCTION
o e�of Ess/ oN�
MELVIN W. F�
THATCHER, III
U No.3 rn
rn
* p. 12/31 /10
CIVIL �F-
qTF � CALF
RECORD DRAWINGS
3/8/10
NOTES
1. FRAME AND COVER SHALL BE CAST IRON.
2. A PLAIN 6 mm (1/4") BORDER SHALL BE TYPICAL FOR ALL
BORDERS ON FRAME AND COVER.
3. ALL CASTING RADII SHALT. BE 6 mrn (1/411) UNLESS OTHERWISE SHOWN.
4. WEIGHT OF FRAME AND COVER SHALL BE 19.5 kg (43 LBS).
5. USE ONE 318"-16x1" STAINLESS STEEL SOCKET CAP SCREW. APPLY
HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR
TO INSERTION.
6. USE 102 mm x 102 mm (4" x 4") CAST ALUMINUM LINK HINGE WITH
SST PIN FOR 180" OPENING.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STAN&McPL""
152-1
RECTANGULAR FRAME AND COVER
ET2 OF 2
2 FRAME AND COVER
O
NTS
STING BLOCK WALL
EXISTING
GROUND
LOW
APER PLAN
NOTE: THIS PLAN IS A REPLACEMENT FOR DRAWING NO. 4032 APPROVED 7/24/06, 3 SHEETS