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D
1"
/
C.J.S.
D.J.W.
12-5-19743. Modified Note 7 to provide reference to drawing HDSD-532 and added barrier options on 6-30-2020 by DJW.
2. Updated drawing to MASH approved "Constant Slope Face Barrier" and added General Note 7 on 9-21-2018 by J.F.T.
1. Deleted Bituminous Coated & changed Type 2 to Type 2a concrete on 1-27-2000 by J.F.T.
DRAIN PIPE 12"-36" DIAMETER
DETAILS OF CORRUGATED SLOTTEDCSP-532 53201
ALTERNATE #1 - FOR USE WITH BITUMINOUS OR CONCRETE PAVEMENT
ALTERNATE #3 - PARALLEL SIDE GRATE-TYPE 4 (VARIABLE HEIGHT APPLICATIONS ONLY)
ALTERNATE #2 - FOR USE WITH CONCRETE PAVEMENT ONLY
" 163 " 16
3
163
211
" BEARING BAR163
163
211
SECTION A-A
GRATE SLOT DETAIL ELEVATION VIEW
GRATE WELDING DETAIL
SLOT
"431
TO 12" MAX.
" MIN.21VARY FROM 2
THIS DIMENSION MAY
6" C. TO C. PIPE A
A" BEARING BARS16
3
" SPACER PLATES163
CORRUGATION
SIDE OF EVERY OTHER
FILLET WELD AT EACH
SEE ALTERNATE #1 ABOVE.
NOTE: FOR TYPICAL COUPLING BAND
12" - 3
6"
Ø
"2
12
SLOT
20'-0' UNIT - 14 GA. (MIN.)
CIRCUMFERENTIAL OR HELICAL CORRUGATIONS
TO 1
2"
"2
1V
ARIE
S 2
GRATE SLOT DETAIL
GRATE SLOT WELDING DETAIL
TYPICAL COUPLING BAND
PLAN VIEW SECTION VIEW
DETAILS FOR PLUGGING END OF PIPE
ELEVATION VIEW
12" - 3
6"
Ø
SLOT
20'-0' UNIT - 14 GA. (MIN.)
CIRCUMFERENTIAL OR HELICAL CORRUGATIONS
" O
R 6"
21
2
" PLATE41
ALT.S #2 & #3, ALSO)
BAND (USE WITH
OR MODIFY COUPLING
2" LONG - 6" O.C.
" FILLET WELDS41
DIA. + 1"
BAND
GRATE
PIPE
SPOT WELDS
BAND SHEET
W/LOCK NUT
CARRIAGE BOLT
" Ø 21
ANGLE @ 2" LONG
" 163" x 2
1" x 1 212
" BEARING BARS163
163
211 16
32
12 30°" SPACER PLATES16
3
OR 6""
21
2
6" C. TO C. PIPE" SLOT4
12
212 16
3
211
2" x 2" TIMBER
PAVED SURFACE
" BEVEL (OPTIONAL)21
"163
163
211
"4
1O
R 5
"4
31
(TO BE REMOVED)
CONTINUOUS
1" x 3" TIMBER S4S SLOT
"431
PL
AT
E" S
PA
CE
R16
3
" O
R 6"
21
2
20'-0" UNIT - 14 GA. (MIN.) HELICAL CORRUGATIONS
19'-2" (SLOTTED LENGTH)
" S
LO
T4
31
12" - 3
6" Ø
1"
1" NO. 4 EPOXY COATED REINFORCING BAR
SIDE OF LOCK SEAMS
TERMINATE SLOT 1" EACH CONNECTOR OR COUPLING BAND
PIPE ENDS TO ACCOMMODATE CHANNEL
PLAN VIEW
CROSS BAR DETAIL
ELEVATION VIEW SECTION VIEW
INSTALLED PERSPECTIVE
CROSS SECTION VIEW
GRATE TO REBAR CONNECTION
STEEL GRATE DETAILS
CONCRETE SLOT FORM DETAILS
FOAM
PLASTIC
CELLULAR STRAP
BRACE
REBAR
1" WOOD CAP6" C.C.6" C.C.
COATED 7 MILS THICK
STEEL (ASTM-A615) EPOXYGRATE
REINFORCING BAR
EPOXY COATEDPIPE
CONCRETE
TYPE 2a
CLASS "A",
REBAR
GRATE
J-BOLT W/LOCKNUT
SADDLE CLIP
GRATE
REBAR
")163(2" x 2" x
SADDLE CLIPGRATE
REBAR W/LOCKNUT
" o J-BOLT165
(TO BE REMOVED)
1" x 2" TIMBER S4S / PLASTIC CONTINUOUS
REBAR
CONCRETE
CLASS "A", TYPE 2a
6" C.C.
2"
4"
PLASTIC FORM
CELLULAR
METAL PIPE
CORRUGATED
"2119'-1
"16
31
2"
" CROSSBAR41
" BEARING BAR163" x 4
3
ASTM-A569 H.D. GALVANIZATION
GENERAL NOTES
SLOTTED DRAIN THAT CAN BE USED UNDER TRAFFIC.
SLOTTED DRAIN WILL BE UNDER TRAFFIC (DURING CONSTRUCTION OR OTHERWISE) THEN USE DRAWING HDSD-532 FOR A
THE DETAILS ON THIS SHEET ARE INTENDED FOR SLOTTED DRAIN PLACEMENTS THAT ARE NOT UNDER TRAFFIC. IF THE 7.
"21± -TWIST
"85± -HORIZONTAL BOW
"83± -VERTICAL BOW
TOLERANCES - FINISHED SLOTTED DRAIN (20' LENGTHS)6.
ALLOWED.
ONLY SLOTTED DRAIN PIPE THAT HAVE PRIOR APPROVAL OF THE ALDOT PRODUCTS EVALUATION BOARD WILL BE 5.
SHOWN.
PIPE SHALL BE SIZED FROM STANDARD HYDRAULIC CHARTS. SLOTS AS DETAILED WILL BE ADEQUATE FOR ALL PIPES 4.
NUTS, BOLTS AND WASHERS SHALL MEET THE REQUIREMENTS OF ASTM-A307 & ASTM-A153.3.
FABRICATION IN ACCORDANCE WITH ASTM-A123.
ALL STEEL COMPONENTS, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO ASTM-A36 AND GALVANIZED AFTER 2.
ALL PIPE AND COUPLING BANDS SHALL MEET THE REQUIREMENTS OF ALDOT SPECIFICATIONS.1.
VARIES BASED ON DRAIN SIZE
" BEARING BAR163
163
BARRIER. NOT TO SCALE
AND TYING OF CONCRETE MEDIAN
SHOWING OPTIONAL PLACEMENTS
CROSS SECTION VIEWS
UPPER BINDER
WEARING LAYER
MIN
6"
MIN
6"
6"
EVERY 12"
PLACED
#5 STIRRUP
SPACE EQUALLY
SHOWN AND
USE NUMBER
REINFORCEMENT
#5 LONGITUDINAL
MIN
6"
SPACED 24" O.C.
#5 ANCHOR PINS
3"LAYERWEARING
BINDER
UPPER
?
FOR OUTFALLREQUIRED DEPTH
AND ONON DRAIN SIZE VARIES BASED
18"
DIA
CONCRETECLASS "A" TYPE 2a
"431 SLOT
SLOPE
CROSS
24" MIND + 6"
CONC2" MIN
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
OF TRANSPORTATIONALABAMA DEPARTMENT
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY:
DATE DRAWN:
DESIGN BUREAU SPECIAL DRAWING
MONTGOMERY, AL 36130-3050
1409 COLISEUM BOULEVARD
NOT TO SCALE
SPECIAL DRAWING NO INDEX NOREVISIONS:
1.D.J.W.
DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS
CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE
OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN
DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA
REVISED DATE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
DEPARTMENT OF TRANS
PORT
ATI
ON
ALABAMA
OF TRANSPORTATIONALABAMA DEPARTMENT
CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION
--SPECIFICATIONS--
Bureau Std Engr:
DRAWN BY:
DATE DRAWN:
DESIGN BUREAU SPECIAL DRAWING
MONTGOMERY, AL 36130-3050
1409 COLISEUM BOULEVARD
NOT TO SCALE
SPECIAL DRAWING NO INDEX NOREVISIONS:
1.D.J.W.
DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS
CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE
OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN
DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED,
THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA
REVISED DATE:
CLCL
LIMITS OF CLEANOUT STRUCTURE
DRAIN
SLOTTED
1.
D.J.W.
7-2-2020
FOR USE UNDER TRAFFIC
SLOTTED DRAIN PIPE 12"-36" DIAMETER
DETAILS OF HEAVY DUTY CORRUGATED
HDSD-532 53204
CROSS SECTION VIEW SLOTTED DRAIN CLEANOUT BOX
CROSS SECTION VIEW OF
PLAN VIEW OF CLEANOUT BOX
PROFILE VIEW OF CLEANOUT BOXTCP PHASING EXAMPLE
BETWEEN BOXES EXCEEDS 200 FT. THEN EVERY CONSIDERATION SHALL BE MADE TO KEEP THE BOXES OUT OF THE WHEEL PATHS.
4. CLEANOUT BOXES SHOULD NOT BE PLACED UNDER TRAFFIC CONDITIONS, WHETHER TEMPORARY OR PERMANENT, UNLESS THE LENGTH
TIMBER, ETC. AS REQUIRED ON THIS DRAWING UNLESS OTHERWISE NOTED.
3. THE 532 PAY ITEM FOR THIS PLACEMENT SHALL INCLUDE ALL CONCRETE, REBAR, SLOTTED PIPE, SLOT BEARING PLATES, STUDS,
2. SEE STD DWG CSP-532, ALTERNATE #1, FOR ELEVATION VIEW, COUPLING BAND, GRATE SLOT WELDING, AND PLUGGING DETAILS.
1. USE THIS SLOTTED DRAIN DESIGN WHERE HEAVY TRUCK TRAFFIC WILL BE ROUTINELY CROSSING THE SLOTTED DRAIN.
NOTES:
NOT TO SCALE
TRAVEL LANE
TRAVEL LANE
SHOULDER
SHOULDER
SLOTTED DRAIN
STANDARD
SLOTTED DRAIN
HEAVY DUTY
SLOTTED DRAIN
STANDARD
TRAVEL LANE
TRAVEL LANE
SHOULDER
SHOULDER
AND SPACE EQUALLY
USE NUMBER SHOWN
REINFORCEMENT
#5 LONGITUDINAL
PLACED EVERY 12"
#5 STIRRUP
VARIES BASED ON DRAIN SIZE
2"12" MIN
12" MIN12" MIN
163 2"
UPPER BINDER
WEARING LAYER
163
AFTER CONCRETE SETS
TO BE REMOVED
1"x3" TIMBER
WEARING LAYER
UPPER BINDER
FOR OUTFALL
REQUIRED DEPTH
DRAIN SIZE AND
VARIES BASED ON
2"9"
163
2"
CONTINUOUS)
" 41(VARIES 12" TO 17
BEARING PLATE
" THICK163
SLOT
"431
"411' TO 1'- 5
VARIES
SPACED 11" O.C.
" x 6" STUDS43
SLOT
"412
"43
WEARING LAYER
UPPER BINDERPLATE COVER
1" THICK STEEL
13" x 19" LONG WEARING LAYER
UPPER BINDER2"
FOR OUTFALL
REQUIRED DEPTH
DRAIN SIZE AND
VARIES BASED ON
9" SLOT
9"HOLE
2" DIA
12"
2"
AND SPACE EQUALLY
USE NUMBER SHOWN
REINFORCEMENT
#5 LONGITUDINAL
12" MIN 12" MIN
2"
2"12" MIN
VARIES BASED ON DRAIN SIZE
PLACED EVERY 12"
#5 STIRRUP
"43
SPACED 11" O.C.
" x 6" STUDS43
GRATE SEAT
"2114
"43
AT CORNERS
" x 3" STUDS43
FLOW FLOW
SLOTTED DRAIN
REQD MODIFIED
SPIRAL RIB
REQD 14 GUAGE CS
SLOTTED DRAIN
REQD MODIFIED
DRAIN
? SLOTTED
BAND
STD COUPLING
BAND
STD COUPLING
2012" GRATE SEAT
19"X13" COVER
0.94sf1 34"
HOLE
2" DIA
PLATE COVER
1" STEEL
FLOW
SLOTTED DRAIN
REQD MODIFIED
STUD
" Ø X 3"43
(BLOCKOUTS HAVE A 7/8" I.D.)
WITH HEX NUT & LOCK WASHER
"X4"A-325 BOLT 43REQD
STUD
" Ø X 6"43
SLOTTED DRAIN
REQD MODIFIED
FLOW
SPIRAL RIB
REQD 14 GUAGE CS
BAND
STD COUPLING
BAND
STD COUPLING
")21TO 1'-6
" 43(VARYING 9
" BEARING BAR163
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