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