alabama department of transportation...grate rebar cross section view 6" c.c. 1" wood cap...

SIZES OF PIPE

WIDTH OF COLLAR FOR VARIOUS

DI

AM

ET

ER

OF

PI

PE

DI

AM

ET

ER

OF

PI

PE

DI

AM

ET

ER

OF

PI

PE

DI

AM

ET

ER

OF

PI

PE

SECTIONS SHALL BE FILLED WITH CEMENT MORTAR.

LARGE VOIDS CAUSED BY IMPROPER FIT OF THE TWO (2) PIPE

MODIFIED TONGUE AND GROOVE.

JOINT TYPES: BELL AND SPIGOT, TONGUE AND GROOVE,

NOTE: CONCRETE COLLARS SHALL BE USED FOR THE FOLLOWING

SHELL THICKNESS

# 3 BARS (WITH HOOKS)

(STAGGER JOINTS)

# 4 HOOPS

BELL AND SPIGOT PIPE

TONGUE AND GROOVE PIPE

LONGITUDINAL SECTION THROUGH PIPE

(COST OF STEEL TO BE INCLUDED).

FOR UNDER ITEM 620-A

AS DIRECTED. CONCRETE WILL BE PAID

CIRCUMFERENCE, CENTERED OVER JOINT

NOTE: PLACE COLLAR AROUND

8"

2•"

8"

2•"

2•"

2•"

8"

36" THRU 60" PIPE 18" WIDE

15" THRU 30" PIPE 12" WIDE

8"

2•"

0'-7" 15" THRU 30" PIPE

36" THRU 60" PIPE1'-1"

2•"

8"

2•"

2•"

(SEE NOTE)

12" MIN

CONCRETE AND CORRUGATED METAL PIPE

WITH HOOKS(12" OC)

# 3 BARS

# 4 HOOPS

CONCRETE AND CM PIPE

by J.F.T.

Added to CADD on 05-13-991.

TO CORRUGATED METAL PIPE

SHELL THICKNESS OR CONNECTING CONCRETE

CONNECTING CONCRETE PIPE OF DIFFERENT

DETAILS OF CONCRETE COLLAR FOR

02-12-76 CC-530 401

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

CIRCUMFERENTIAL OR HELICAL CORRUGATIONS

12" - 36" o /

2•

" O

R 6"

SLOT SLOT 1ƒ"

D + 6"

24" MIN.

SLOPE

CROSS

2" MIN.

CONC.

D.

CONCRETE

CLASS "A" TYPE 2a

ELEVATION VIEWCROSS SECTION VIEW

2•" x 1•" x ‰" ANGLE @ 2" LONG

SPOT WELDS

BAND SHEET

BOLT W/LOCK NUT

•" o CARRIAGE/

SECTION VIEW

BAND

GRATE

PIPE

PLAN VIEW

‰" BEARING BARS

1•‰ 2•‰ 30°‰" SPACER PLATES

OR 6"

2•

"

PIPE6" C. TO C.

GRATE SLOT WELDING DETAIL

2‚" SLOT

‰ 1•‰ 1•

‰"‰" BEARING BAR

2" x 2" TIMBER

‰ 2•

•" BEVEL (OPTIONAL)

PAVED SURFACE

SLOT

1ƒ"

(TO BE REMOVED)

1" x 3" TIMBER S4S CONTINUOUS

OR 5‚

"

1ƒ

"

‰"

SP

AC

ER

PL

AT

E

2•

" O

R 6"

GRATE SLOT DETAIL

DIA. + 1"

‚" PLATE

ALT.S #2 & #3, ALSO)

BAND (USE WITH

OR MODIFY COUPLING

2" LONG - 6" O.C.

‚" FILLET WELDS

DETAILS FOR PLUGGING END OF PIPETYPICAL COUPLING BAND

ALTERNATE #1 - FOR USE WITH BITUMINOUS OR CONCRETE PAVEMENT

19'-2" (SLOTTED LENGTH)

12" - 36" o /

1"

1"

TERMINATE SLOT 1" EACH SIDE OF LOCK SEAMS

NO. 4 EPOXY COATED REINFORCING BAR

1ƒ

" S

LO

T

PIPE ENDS TO ACCOMMODATE CHANNEL CONNECTOR OR COUPLING BAND

PLAN VIEW

GRATE

PIPE

INSTALLED PERSPECTIVE

REINFORCING BAR

EPOXY COATED

D

GRATE

REBAR

CROSS SECTION VIEW

6" C.C.6" C.C.1" WOOD CAP

REBAR

CROSS BAR DETAIL

COATED 7 MILS THICK

STEEL (ASTM-A615) EPOXY

STRAP

BRACE

FOAM

PLASTIC

CELLULAR

6" C.C.

1"

4"

(TO BE REMOVED)

1" x 2" TIMBER S4S / PLASTIC CONTINUOUS

REBAR

CONCRETE

CLASS "A", TYPE 2a

METAL PIPE

CORRUGATED

PLASTIC FORM

CELLULAR

2"

CONCRETE SLOT FORM DETAILS

GRATE (2" x 2" x ‰")

SADDLE CLIP

REBAR W/LOCKNUT

Š" o J-BOLT/

SECTION VIEWELEVATION VIEW

J-BOLT W/LOCKNUT

SADDLE CLIP

GRATE

REBAR

GRATE TO REBAR CONNECTION

2"

19'-1•"

1‰

"

‚" CROSSBAR

STEEL GRATE DETAILSASTM-A569 H.D. GALVANIZATION

ALTERNATE #2 - FOR USE WITH CONCRETE PAVEMENT ONLY

‰ 1•‰ 1•

‰" BEARING BAR

SLOT

1ƒ"

GRATE SLOT DETAIL

‰" ‰"

TO 12" MAX.

VARY FROM 2•" MIN.

THIS DIMENSION MAY

SECTION A-A

CIRCUMFERENTIAL OR HELICAL CORRUGATIONS

12" - 36" o /

SLOT

ELEVATION VIEW

2•

"

TO 12"

VA

RIE

S 2•

"‰" BEARING BARS

PIPE6" C. TO C.

EVERY OTHER CORRUGATION

FILLET WELD AT EACH SIDE OF

‰" SPACER PLATES

A

A

GRATE WELDING DETAIL

ALTERNATE #3 - PARALLEL SIDE GRATE-TYPE 4 (VARIABLE HEIGHT APPLICATIONS ONLY)

1.

2.

3.

DETAILED WILL BE ADEQUATE FOR ALL PIPES SHOWN.

PIPE SHALL BE SIZED FROM STANDARD HYDRAULIC CHARTS. SLOTS AS

TOLERANCES - FINISHED SLOTTED DRAIN (20' LENGTHS)

VERTICAL BOW

HORIZONTAL BOW

TWIST

4.

5.

6.

- +/- †"

- +/- …"

- +/- •"

GENERAL NOTES

ASTM-A123.

ASTM-A36 AND GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH

ALL STEEL COMPONENTS, UNLESS OTHERWISE SPECIFIED, SHALL CONFORM TO

SEE ALTERNATE #1 ABOVE.

NOTE: FOR TYPICAL COUPLING BAND

ƒ" x ‰" BEARING BAR

SPECIFICATIONS.

ALL PIPE AND COUPLING BANDS SHALL MEET THE REQUIREMENTS OF ALDOT

& ASTM-A153.

NUTS, BOLTS AND WASHERS SHALL MEET THE REQUIREMENTS OF ASTM-A307

PRODUCTS EVALUATION BOARD WILL BE ALLOWED.

ONLY SLOTTED DRAIN PIPE THAT HAVE PRIOR APPROVAL OF THE ALDOT

20'-0' UNIT - 14 GA. (MIN.)

20'-0' UNIT - 14 GA. (MIN.)

20'-0" UNIT - 14 GA. (MIN.) HELICAL CORRUGATIONS

CONCRETE

TYPE 2a

CLASS "A",

DRAIN PIPE 12"-36" DIAMETER

DETAILS OF CORRUGATED SLOTTED

concrete on 01-27-00 by J.F.T.

changed Type 2 to Type 2a

Deleted Bituminous Coated &1.

12-05-74C.J.S. CSP-532 405

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

FOR FLARED CONCRETE END SECTION.

2. COST OF TOE WALL AND DOWELS SHALL BE INCLUDED IN UNIT PRICE BID

OR WHEN DIRECTED BY THE ENGINEER.

AND OPEN END OF FLARED SECTION IS INSIDE CLEAR ZONE

3. SAFETY GRATE TO BE USED WHERE ROADWAY EMBANKMENT IS SHALLOW

FLARED END SECTION WITH GRATE SHALL BE CLASS 2.

4. FLARED END SECTION WITHOUT GRATE SHALL BE CLASS 1,

HARDWARE SHALL BE GALVANIZED ACCORDING TO SPECIFICATIONS.

5. PIPE FOR GRATES SHALL BE SCHEDULE 40, GALVANIZED (ASTM A120)

MAY BE ALLOWED PROVIDED APPROVAL IS OBTAINED FROM THE ENGINEER.

THE ABOVE REQUIREMENTS. SLIGHT VARIATIONS FROM THE ABOVE DIMENSIONS

6. IT IS EXPECTED THAT FLARED END UNITS WILL BE PRODUCED TO MEET

FILL WITH CONCRETE GROUT

SHELL THICKNESS

SHELL THICKNESS

(FOR DETAILS OF GRATE SEE SHEET 2 OF 2)

BAND

STANDARD

SHELL THICKNESS

(DRAWN FOR DOWNSTREAM SECTION)

OF JOINT

SHELL

SHELL

"X"

12" 12"

BOLT

TIE

TAN

HOLESP

AN

TO

E

WA

LL

"X"

E

3"

C B

L

CL

PLAN

FLARED END W/CM STUB FOR ARCH & ROUND PIPE

A18"

SECTION "XX" SHOWING VIEW OF SAFETY GRATE

SHELL

SHELL

GRATE

REINFORCEMENT

RI

SE

SLOPE

CL HOLE12" 12"

3"

DETAIL OF TIE BOLT

FRONT ELEVATION

120°

E

18"

15"

18"

24"

30"

36"

48"

60"

66"

72"

WALL SLOPE A B C E L

3"

4•"

5•"

6•"

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

10"

"L" PIPE

FLARED END SECTION FOR CONCRETE ROUND PIPE

"T" PIPE

3

3

3

3

3

3

3

3

3

3

2

2

2

2

2

2

2

2

2

SLOTS & HOLE X1 "L" PIPE X2

SIDEDRAIN PIPE GRATEROADWAY PIPE GRATE

SIZE

11"15"

13•"18"

18"

18"24"

30"

36"

48"

60"

72"

RISE SPAN

22•"

26†"

31Š"

36"

40"

22"

28•"

36‚"

5•"

4•"

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3"

WALL SLOPE

3:1

A B

10"

10†"

C E L "L" PIPE

3

3

3

3

3

2

2

2

2

2

2

23

3

3

3

"T" PIPE SLOTS & HOLES X1 X2

SIDEDRAIN PIPE GRATE

"L" PIPE

FLARED END SECTION FOR CONCRETE ARCH PIPE ROADWAY PIPE GRATE

GENERAL NOTES

7. HOLES & SLOTS TO ATTACH GRATE, IF REQUIRED, SHALL BE CAST ALONG WITH END SECTION.

2

0

0

42"

54"

42"

54"

54"

45"

65"

73"

43ƒ"

58•"

88"

DI

A

GROOVE - END ON UPSTREAM SECTION

TONGUE - END ON DOWNSTREAM SECTION

2 - NO. 5 BARS (STRAIGHT)

2‚" 7" 1'-9" 4'-3" 2'-6" 6'-0"

6'-0"

6'-0"

6'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-4" 10'-0"

8'-0"

7'-6"

7'-0"

6'-6"

6'-0"

5'-0"

4'-0"

3'-0"3'-9"

2'-9"

2'-0"

3'-0"

3'-0"

3'-0"

3'-0"

1'-9"

1'-10"6'-6"

6'-3"

5'-0"

5'-0"

5'-0"

5'-0"

4'-0"

3'-3"

2'-3"7"

8"

1'-3Ž"

1'-9"

2'-1•"

2'-2"

2'-11"7"

6"

5"

4"

3•"

2•"

51„"

1'-1"

1'-1"

1'-4"

1'-10"

2'-1"

3'-5"

4'-9"

6'-0"

6'-0"

8'-5" 8'-5"

6'-0"

6'-0"

4'-9"

3'-5"

2'-1"

1'-10"

1'-4"

1'-1"

1'-1"

11'-4"

9'-9"

8'-2"

6'-7"

5'-6"

4'-9"

3'-2"

2'-4"

1'-10"

1'-7"

9"

11'-4"

9'-9"

8'-2"

6'-7"

5'-6"

4'-9"

3'-2"

2'-4"

1'-7"

1'-10"

9"

8'-4"

8'-4"

8'-4"

8'-4"

8'-2"

8'-2"

8'-2"

6'-2"

6'-2"

6'-1"

6'-1"2'-6'

3'-0"

4'-0"

5'-0"

6'-0"

6'-6"

7'-0"

7'-6"

8'-0"

8'-6"

9'-0"1'-10"

1'-10"

1'-10"

1'-10"

2'-2"

2'-11"

2'-11"

1'-8"

2'-6"

3'-10"

3'-10"

6'-6"3'-10"

3'-4" 6'-6"

6'-6"2'-10"6"

7"

2'-4" 6'-6"

6'-0"2'-0"5"

1'-9" 5'-3"

5'-3"1'-3"4"

3•" 1'-0" 4'-6"

3'-8"

2•" 9" 2'-3"

2'-3"6"2‚"

1'-0"

THREE INCHES.

SHELL + DEPTH OF TOE WALL LESS (3)

1" STEEL BAR. LENGTH = THICKNESS OF TWO (2) HOLES.

18" REQUIRES

FOR PIPES THROUGH

END SECTION. FLARED END

THROUGH BOTTOM WALL OF

(3) HOLES 1•" IN DIA

NOTE : THE CONTRACTOR SHALL CAST

1'-0"

1'-0"

1'-0"

1‚"

TWO (2) HOLES.

THROUGH 18" REQUIRES

WALL. FLARED END FOR PIPES

3 - 1•" HOLES CAST IN

6•" 5"

1" TIE BAR

6"TO REINFORCING STEEL

AT 90° TO BE SPOT WELDED

4 -ƒ' x 1' STOVE HEAD BOLTS

HOLE

1‚"

CONCRETE GROUT)

BY THE CONTRACTOR AND SECURED WITH

ƒ" STEEL HOOK BAR (FURNISHED AND INSTALLED

FLARED CONCRETE END SECTION.)

THE ƒ" TIE BOLTS, WHICH SHALL BE INCLUDED IN THE UNIT PRICE BID FOR

USED IN TYING SECTIONS TOGETHER (THE CONTRACTOR SHALL FURNISH AND INSTALL

9. 2 - 1‚" HOLES, EACH PLACED AS SHOWN TO ACCOMMODATE 2 -ƒ" TIE BOLTS,

MIN MIN

2•" MIN

(STRAIGHT)

2 - NO 5 BARS

MI

N

DIA

2@12" OC

2@16" OC

2@20" OC

2@24" OC

2@26" OC

2@28" OC

2@30" OC

3@24" OC

3@25•"OC

3@27" OC

2@18" OC

2@24" OC

2@36" OC

2@48" OC

2@60" OC

2@66" OC

2@72" OC

2@78" OC

2@84" OC

2@90" OC

2@96" OC

1•" CLEAR

2@18" OC

DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.

GALVANIZING REPAIR PAINT IN ACCORDANCE WITH SECTION 855.31 OF ALABAMA

1. RAW METAL EXPOSED BY CUTTING AND DRILLING OF PIPE FOR GRATE ASSEMBLY WILL REQUIRE A

2@24" OC

2@36" OC

2@48" OC

2@60" OC

2@66" OC

2@72" OC

2@78" OC

2@84" OC

2@108" OC

2@12" OC

2@16" OC

2

2@20" OC

2@24" OC

22@26" OC

2@28" OC

2@30" OC

3@24" OC

3@30" OC

EQUIVALENT

TO IN ALL PROPERTIES ACCORDING TO SPECIFICATIONS. (PAVED INVERT NOT REQUIRED)

8. CORRUGATED METAL STUB TO BE 14 GA MIN AND MATCH THE PIPE BEING CONNECTED

MI

N

CONCRETE AND METAL PIPE

END SECTION W/GRATE FOR

DETAIL OF CONCRETE FLARED

by J.F.T.

Added to CADD ON 12-01-991.

L.V.S.

01-12-87 FE-619 (SHEET 1 OF 2) 408

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

B-(1'-3")

"X1"

CL

CL

B-(1'-3")

CL

CL

BOLT W/LOCK NUT

& 2 WASHERS

SEE "L"

REMOVE

X2SHELL

SHELL

OR

RI

SE

DI

AM

ET

ER

REMOVE

X1

B-(1'-3")

SHELL

SHELL

OR

RI

SE

DI

AM

ET

ER

SEE "L"

(SIDEDRAIN)

(ROADWAY)

12" B

12"

12"

4‹"

"X2"

12"

3" 4‹

" 3"

ST

EE

L

PI

PE "

T"

FASTENING DETAILPLAN

SIDE VIEW

PLAN

SIDE VIEW

GRATE DETAIL

SIDEDRAIN PIPE GRATE DETAIL

GRATE DETAIL

FASTENING DETAIL

ROADWAY PIPE GRATE DETAILS

FASTENING DEVICE

OR EQUAL

PL WASHER

‚" THICK

COTTER PIN &

6"

3"

3"

HOLE

1 - 3„"

NOTCH

1 - 4‹"

3„" SLOTS

3„" SLOTS

2 -•" HOLES

2 -•" HOLES

3"

3„" SLOTS

3„" HOLES2 -•" HOLES

2 -•" HOLES

HOLE

1 - 3„"

NOTCH

1 - 4‹"

6"

B-(1'-3")

(E-12")

3"

3 - 2•

" I

NSI

DE

DI

A

2•" INSIDE DIA PIPE

2•" INSIDE DIA STEEL PIPE

& 2 WASHERS

BOLT W/LOCK NUT

†" o x 7" HEX HEAD

2•

" I

NSI

DE

DI

A

ST

EE

L

PI

PE

24"

MA

X

EV

EN

LY

SP

AC

ED



†" o x 7" HEX HEAD

(24" MAX)

2•" INSIDE DIA PIPE EVENLY SPACED


2•" INSIDE DIA STEEL PIPE "L"

MI

N18"

24" OC MAX

EVENLY SPACED

(SCHEDULE 40)

STEEL PIPE

2•" INSIDE DIA


2•" INSIDE DIA STEEL PIPE "T"


18" MIN

(SCHEDULE 40)


30" MAX

(SCHEDULE 40)

STEEL PIPE "T"

2•" INSIDE DIA

FASTENING DEVICE

OR EQUAL

PLATE WASHER

‚" THICK

COTTER PIN &

AND METAL PIPE

SECTION W/GRATE FOR CONCRETE

DETAIL OF CONCRETE FLARED END

by J.F.T.


L.V.S.

07-01-86 FE-619 (SHEET 2 OF 2) 409

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

#5

#5

#5

TABLE OF DIMENSIONS AND QUANTITIES

18"

24"

30"

L1 L2 W W1

18"

24"

30"

18"

24"

1'-0"

8"

1'-

10"

1'-

4"

4"

4"

H

L1

W

W16" 6"

1'-0"

8"

1'-

10"

1'-

4"

8"

4"

4"

L2

H

L1

SECTION "B-B"

2"

6"

LONGITUDINAL ELEVATION

"B"

(SHOWING REINFORCING STEEL)

(SHOWING DIMENSIONS AND REINFORCING STEEL)

W

W16"

D

W

W1

2

6"

"B"

H

3'-2"

3'-9"

4'-5"

3'-2"

3'-9"

4'-5"

3'-2"

6'-8"

8'-5"

10'-5"

8'-8"

11'-0"

13'-8"

12'-8"

3'-9"

6'-4"

8'-2"

9'-9"

8'-3"

10'-8"

13'-0"

12'-1"

15'-9"

2'-11"

3'-6"

4'-1"

2'-11"

3'-6"

4'-1"

2'-11"

3'-6"

1'-11"

2'-6"

3'-1"

1'-11"

2'-6"

3'-1"

1'-11"

2'-6"

8"

45°

1 3/4 "

'W' LESS 6"

1 3/4 "

GRATE MEMBER DETAIL

11/16" \ X 2" SLOTTED HOLE

WALL CONNECTION DETAIL

SECTION "A-A"

1'-0"

H/3

3"

L1/8 "A"

"A"

6" 6"

LC GRATE MEMBERS "L"

C

C DRAINAGE PIPE & HEADWALL UNITL

| DRAIN PIPE AND HEADWALL

GRATE MEMBERS "L"

GRATE MEMBERS "T1"

SECTION "C-C": GRATE ASSEMBLY

"C"

"C"

SEE DETAIL "A"

DETAIL "A"(GRATE TO GRATE MEMBER CONNECTION)

SHEET.

DETAIL" THIS

MEMBER

SEE "GRATE

@ 4'-0" MAX.

GRATE MBRS."T"

W1 + 12"

C

(REQD EMBEDMENT 3")

INTO TOP OF WINGWALL

AND EPOXY GROUT ANCHOR

W/NUT&WASHER. DRILL

L 5/8"\X4" HEX BOLT

C DRAINAGE PIPE & HEADWALL UNITL

C

(REQD EMBEDMENT 3")



W/NUT&WASHER. DRILL

L 5/8"\X4" HEX BOLT

L3

4"

3"

MAX

2"

C

GENERAL NOTES

L3

ISOMETRIC VIEW

C

2 1/2"\ SCHEDULE

L2

6:1

SL

OP

E4:1

SL

OP

E3:1

SL

OP

E

(BOTTOM SIDE)

11/16" X 2" SLOTTED HOLE

2" \ DRILLED HOLE (TOP SIDE)

(REQ'D EMBEDMENT: 3")



W/NUT&WASHER. DRILL

L 5/8"\X4" HEX BOLT

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

1'-0"

MAX

16'-2"

3‚"

MAX

3‚"

MAX

"D"

"D"

"A"

"A"

INSTALLATION

END ELEVATION DOUBLE PIPEINSTALLATION

END ELEVATION SINGLE PIPE

SINGLE PIPE INSTALLATIONDOUBLE PIPE INSTALLATION

SECTION "D-D"

3-#4

#5

#4

AROUND CORNER

BAR CONTINUOUS

#4

END SECTIONS WHEN TERMINATED WITHIN THE CLEAR ZONE.

7. PIPE LARGER THAN 24" IN DIAMETER SHALL HAVE CLASS 2 CONCRETE

PRECAST CONCRETE END SECTIONS WITH GRATES SHALL BE CLASS 2.

6. PRECAST CONCRETE END SECTIONS WITHOUT GRATES SHALL BE CLASS 1.

15° SKEW.

5. THE PRECAST CONCRETE END SECTIONS ARE LIMITED TO 0° THRU

WITH SECTION 855.15 OF THE SPECIFICATIONS.

ASSEMBLY WILL REQUIRE A GALVANIZING REPAIR PAINT IN ACCORDANCE

4. METAL SURFACES EXPOSED BY CUTTING AND DRILLING OF PIPE GRATE

TO SPECIFICATIONS.

EXPANSION BOLTS AND WASHERS SHALL BE GALVANIZED ACCORDING

WITH ASTM A53. THRU-BOLTS, WASHER PLATES, AND NUTS AND

ASTM A501. PIPE SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE

3. PIPE FOR GRATE TO BE IN ACCORDANCE WITH ASTM A53 GRADE B OR

MINIMUM YIELD STRENGTH=60 K.S.I.

2. REINFORCING STEEL: TO BE IN ACCORDANCE WITH SPECIFICATIONS.

1. 28 DAY CONCRETE COMPRESSIVE STRENGTH: TO BE 4000 P.S.I.

INSTALLATION ONLY)

TYPICAL @ DOUBLE PIPE

WASHER PLATES EACH SIDE

W/4" X 4" X 1/2" GALVANIZED

L 1"\ X 1'-3" GALVANIZED BOLTS

PIPE DIA

#4 @ 1

'-0" MAX C

ENTER TO C

ENTER

(TYPICAL)

2"CLEAR

2 1/2"

\ SCHEDULE 4

0 GALVANIZED

CENTER TO CENTER

#4 @ 1'-0" MAX

CENTER TO CENTER

#4 @ 1'-0" MAX

#4 @ 1'-0" MAX

CENTER TO CENTER

MEMBERS "T":

EQUALLY SPACED @ 4

'-0" MAX

TRANSVERSE P

IPE GRATE

MEMBERS "L"

LONGITUDINAL GRATE

2 1/2" \ SCHEDULE 40

3"(TYPICAL)

DETAILS. (TYPICAL)

SHEET FOR

DETAIL" THIS

"GRATE MEMBER

@ 4'-0" MAX. SEE

GRATE MEMBERS "T"

3 EQUAL SPACED3 EQUAL SPACED 3 EQUAL SPACED

PLATE (TYPICAL)

GALVANIZED WASHER

4" X 4" X 1/2"

PIPE SLEEVE

1 1/4"\ PVC

(@ DOUBLE PIPE INSTALLATION ONLY)

40 GALVANIZED PIPE

THRU-BOLT AND NUT

1"\ X 1'-3" GALVANIZED

CENTER TO CENTER

#4 @ 1'-0" MAX

CENTER TO CENTER

#4 @ 1'-0" MAX

#4 @ 1'-0" MAX

CENTER TO CENTER (TYPICAL)

HOLES FOR INSTALLATION

STEEL PIPE W/2 - 11/16"\

2 1/2" INSIDE DIAMETER

AND TWO WASHERS

BOLT W/LOCK NUT

5/8 \ X 7" HEX HEAD

4'-

0"

MA

X

EQ

UA

LL

Y

SP

AC

ED

@

GR

AT

E

ME

MB

ER

S "

T":

@ 4'-

0"

MA

X

EQ

UA

LL

Y

SP

AC

ED

GR

AT

E

ME

MB

ER

S "

T":

TYPICAL

MEMBERS "L"

L GRATE

3"(TYPICAL)

30"

ROADWAY PIPE

DETAILS FOR RCP AND CMP

PRECAST SLOPE PAVED HEADWALL

"LONGITUDINAL SECTION" on 09-09-11 by J.F.T.

into Headwall from 4" to 8" on

changed and transformed Pipe Insertion

"TABLE OF DIMENSIONS AND QUANITIES" were

Pipe Dia for 6:1, 4:1 and 3:1 SLOPE on the

"W" and "W1" dimensions on the 18" and 24"1.

L.V.S.

J.F.T. July, 2008 HW-614-B (PC) (SHEET 1 OF 2) 411

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

LONGITUDINAL SECTION(SHOWN @ SINGLE BARREL INSTALLATION)

END ELEVATION

INSTALLATION DETAILS

1'-6"

1'-6" 1'-6"

1'-

10"

VA

RI

ES

MINIMUM LIMITS OF EXCVATION

PIPE ENTRANCE DETAILS

ELEVATION "C-C"

PIPE

DIAMETER

18, 24, OR 30"

REQUIREMENTS.

WITH PIPELINE INSTALLATION

BACKFILL TO BE IN ACCORDANCE

EXCAVATION, BEDDING, AND

SURFACE

SUBGRADE

TAMPED

BACKFILL

COMPACTED

PROJECT SPECIFICATIONS

BE IN ACCORDANCE WITH

DITCHLINE SURFACE TO

PER PROJECT SPECIFICATIONS

SEEDING/SODDING, ETC.

SURFACE TREATMENT:

SURFACE

SUBGRADE

TAMPED

BACKFILL

COMPACTED

INSTALLATION

FOR HEADWALL

OF EXCAVATION

MINIMUM LIMIT

HOLE DIA=

OUTSIDE

HOLE DIA=

INSIDE

AREA IS TO BE TAMPED FROM EACH SIDE.

AFTER THE HEADWALL IS PLACED, THIS

CONTACT THE PRECAST END SECTION VENDOR.

NOTE: FOR SPECIFIC INSTALLATION PROCEDURES,

= T/SLAB

PIPE INVERT ELEV

PIPE INSIDE DIA

W/BOTTOM OF PRECAST UNIT.

AND SCREEDED TO CLOSELY CONFORM

MATERIAL. TOP SURFACE TO BE SHAPED

6" MIN THICK GRANULAR FOUNDATION

SETTING UNIT.

W/BOTTOM OF PRECAST UNIT PRIOR TO

AND SCREEDED TO CLOSELY CONFORM

MATERIAL. TOP SURFACE TO BE SHAPED

6" MIN THICK GRANULAR FOUNDATION

PIPE OUTSIDE DIA

8"

8"

WALL

*

PIPE ENTRANCE INTO HEADWALL

"C"

"C" MATCH PIPE INVERT ELEVATION*: ELEVATION OF PRECAST SLAB TO

(18",

24"

OR

30")

PI

PE I.

D.

IN

SI

DE

HO

LE

DI

A.

=

PI

PE

O.

D.

HO

LE

DI

A.

=

OU

TSI

DE

ROADWAY PIPE

DETAILS FOR RCP AND CMP

PRECAST SLOPE PAVED HEADWALL

on 09-09-11 by J.F.T.

SECTION" and "PIPE ENTRANCE INTO HEADWALL"

Headwall from 4" to 8" on "LONGITUDINAL

HEADWALL" and changed Pipe insertion into

CEMENTIOUS GROUT" on "PIPE ENTRANCE INTO

UNIT AND PIPE W/APPROVED NON-SHRINK

Description "GROUT BETWEEN PRECAST UNIT

ENTRANCE DETAILS" and deleted Drawing

and Pipe and related info on the "PIPE

Removed Grout between Precast Unit1.

L.V.S.

J.F.T. July, 2008 HW-614-B (PC) (SHEET 2 OF 2) 412

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

ANY CONCRETE SHALL BE PLACED ON SLOPES.

1. THE FILL SHALL BE PLACED AND FINISHED AND ALL SHORING REMOVED BEFORE

2. QUANTITIES SHOWN INCLUDES TWO (2) COMPLETE HEADWALLS.

3. WHERE 6:1 FRONT SLOPES ARE REQUIRED, THEY SHALL BE WARPED TO FIT 4:1 INSTALLATION.

CORRUGATED METAL PIPES.

5. DETAIL AND QUANTITIES SHOWN ON THIS DRAWING APPLIES TO REINFORCED CONCRETE AND

A

B

C

D

A

B

'T' PIPE

R.C. OR C.M. PIPE

'L' PIPE

'X'ROUNDING

REQUIRED

ROUNDING

REQUIRED

'L' PIPE

'L'

'X'

CONSTR JOINT (OPTIONAL)

R.C. OR C.M. PIPE

(FIELD CUT TO FIT)

DI

A/2

RI

SE/2

SPAN/2

DIA./2

45SLOTTED HOLES

6. SLOPED PAVED HEADWALL WITHOUT GRATE SHALL BE CLASS 1, HEAD WALL WITH GRATE SHALL BE CLASS 2.

3"

3"

PERSPECTIVE PERSPECTIVEPLAN

FASTENING DETAIL

GRATE DETAIL

SIDE VIEW

SIDE VIEW

END VIEW-METAL PIPE END VIEW-CONCRETE PIPE END VIEW-DOUBLE CONCRETE PIPE

SIDE VIEW

PIPE DETAIL

TOP VIEW

PLANPLAN

GENERAL NOTESDETAIL

GRATE ATTACHMENT

3"

PIPE DIA PLUS 2'-0"

PIPE

'T'

RI

SE/2

DI

A./2

ON SKEW NO SKEW

LENGTH - 1 DIA./SPAN

2 - NO.4 BARS

DI

A/

RI

SE

DI

A/

RI

SE

WITHOUT SKEW WITH GRATE

TYPICAL CONCRETE PIPE

PARALLEL TO SLOPE LINE.

FILL TO FIT SKEWED CONDITIONS. EDGES OF PAVING PLACED UPON FRONT SLOPE SHALL BE

4. 8" THICK END WALL SHALL BE PERPENDICULAR TO FLOW LINE. WARP AND DRESS ADJACENT

ON PLAN VIEW.

8. ADDITIONAL 4" THICK TOEWALL 12" DEEP WILL BE REQUIRED ON 30° AND 45° SKEW. SEE DIMENSION "D"

4" SLOPE PAVING

2" CL.

2'

MAX.

4"

THREAD 2•" (EVENLY SPACED)

(GALV.) W/NUT AND WASHERS

4 -ƒ" o x 9" HOOK BOLTS

WWF 6" x 6" - W2.9 x W2.9

WIRE LAP 1' MIN.

4"

8"

MIN.

2'-0"

(FIELD CUT)

- W2.9 x W2.9 MIN.

WWF6" x 6"

(FIELD CUT)

- W 2.9 x W2.9 MIN.

WWF 6" x 6"

2" CL.


2 - NO. 4 BARS

2'

LINE.

2'-0" FOR DOUBLE

* 2.5 x DIA PLUS

•" x 2

1ƒ"SCHEDULE 40 PIPE

2•" I.D.

x 3" DEEP

HOLE 1‚"

EPOXY GROUT

DRILL AND

ANCHOR

OR STEEL EXP.

NUT & WASHER

A307) W/HEX

HEX BOLT (ASTM

†" o x 4"

4"

1‚"

(DOUBLE LINE ONLY)

•" x 2" SLOT

HOLES. BOTTOM

TOP 2" DRILLED

(FIELD CUT)

- W 2.9 x W 2.9 MIN.

WWF 6' x 6"

MIN.

2'-0"

8"

4"

WASHERS.

BOLT W/LOCK NUT & 2

†" x 7" H.H.

2 -•" HOLES

2•" I.D. STEEL PIPE

PLUS 2'-0"

PIPE DIA.

1'-0" 1'-0"

4"

MAX.

30"


2 - NO. 4 BARS

2" CL.

DI

A./

RI

SE

2'

TYPICAL CONCRETE PIPE ON SKEW

AND REPAIRED.

METAL PIPE SHALL BE SHOP CUT

SOME HAND FINISHING MAY BE NECESSARY.

BEEN PLACED AND SUFFICIENTLY CURED.

BY SAWING AFTER SLOPE PAVING HAS

CONCRETE PIPE SHALL BE BEVELED

REMOVE HATCHED PORTION OF PIPE.

END TREATMENT WHEN TERMINATED WITHIN THE CLEAR ZONE.

7. A 24" PIPE WITH GREATER THAN A 30° SKEW AND 30" OR GREATER IN DIAMETER SHALL HAVE A CLASS 2

CORRUGATED METAL ROADWAY PIPE

REINFORCED CONCRETE AND

SLOPE PAVED HEADWALL DETAIL FOR

on 12-31-08 by W.W.A.

grate to concrete pipe on skew

Changed Note No. 7 and added a2.

by J.F.T.


06-07-90 HW-614-B (SHEET 1 OF 2) 413

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

15"

24"

30"

36"

42"

48"

54"

60"

DOUBLE

SINGLE

PIPE

ROUND

A B

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

1.0

A B A B

2:1 SLOPE 3:1 SLOPE 4:1 SLOPE

A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

2:1 SLOPE 3:1 SLOPE 4:1 SLOPE 2:1 SLOPE 3:1 SLOPE 4:1 SLOPE 2:1 SLOPE 3:1 SLOPE 4:1 SLOPE

3.0

1.0

2.2

1.1

1.8

1.0

1.2

2.3

9'0"

2.0

1.2

1.7

1.1

1.5

1.2

1.1 1.1

11"

2.2

1.4

2.5

1.2

2.0

1.6

2.7

1.2

2.2

1.4

2.3

1.1

1.7 1.9

1.0

1.5

11"

11"

1.0

1.6

1.1

1.4

1.1

1.7

1.2

2.0

1.2

10"

10"

1.0

5'9"

10"

10"

1.1

1.0

1.5

1.2

1.8

1.4

2.1

1.5

2.4

1.7

2.8 2.7

1.5

2.4

2.0

1.1

1.7

1.0

1.4

1.7

1.5

2.2

1.9

1.2

1.5

1.0 1.2

1.7

1.4

2.0

1.6

2.4

1.8

2.8

2.0

3.2

1.0

1.4

1.0

1.1

1.2

1.0 1.2

1.1

1.5

1.4

1.0

1.8

1.2

2.1

1.4

2.4

1.6

2.8 3.1

1.9

2.7

1.7

2.3

1.5

2.0

1.6

1.1

1.8

1.5

2.1

1.8

2.5

2.0

2.9

2.3

3.3

0° SKEW 15° SKEW 30° SKEW 45° SKEW

DIMENSIONS AND QUANTITIES TABLES FOR ROUND PIPE

A B

4:1 SLOPE

B C D A B C D A B C D

4:1 SLOPE 4:1 SLOPE 4:1 SLOPE

1.1

1.2

1.4

1.1

1.0

1.5

1.1

1.5

30° SKEW

DOUBLE

SINGLE

45° SKEW15° SKEW0° SKEW

15"

18"

24"

30"

42"

48"

54"

60"

1.0

1.2

1.0

1.51.4

1.2

1.0

1.1

1.8

1.2

2.1

2.5

2.7

1.6

3.23.1

1.5

2.7

2.4

2.0

1.7

1.0

2.8

1.5

2.5

2.2

1.2

1.8

1.1

1.6

0.9

1.8

2.1

1.4

2.3

ROUND ROADWAY PIPE

SKEW SLOPE

3:1

"L" PIPE "T" PIPE

3:1

3:1

3:1

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

42"

42"

42"

42"

42"

42"

42"

42"

54"

54"

54"

54"

4:1

4:1

4:1

4:1

3:1

3:1

3:1

3:1

4:1

4:1

4:1

4:1

3:1

3:1

3:1

3:1

4:1

4:1

4:1

4:1

3:1

3:1

3:1

3:1

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

ROUND ROADWAY PIPE

SKEW SLOPE "L" PIPE "T" PIPE

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

3

3

3

3

3

3

3

3

3

3

3

3

3:1

3:1

3:1

3:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

DIA. "X""X"

ARCH ROADWAY PIPE

SKEW SLOPE "L" PIPE "T" PIPE

0°

15°

30°

45°

0°

15°

30°

45°

0°

15°

30°

45°

3

3

3

3

3

3

3

3

3

3

3

3

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

"X"

4:1

4:1

4:1

4:1

SPAN-RISE

0°

15°

30°

45°

0°

15°

30°

45°

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

3

3

3

3

3

3

3

3

ROADWAY PIPE GRATE

DIMENSIONS AND QUANTITIES TABLES FOR ARCH PIPE

GRATE FABRICATION TABLES

GRATE FABRICATION TABLES

PIPE

ARCH

A

18"

1.3

1.3

1.3

1.3

1.3

1.3 1.3

1.3

1.3

48"

48"

48"

48"

48"

48"

48"

48"

54"

54"

54"

54"

60"

60"

60"

60"

60"

60"

60"

60"

36"

36"

36"

36"

36"

36"

36"

36"

1.3

1.3

1.3

1.3

1.3

1.3

1.3

1.3

2.6

36"

CONC CONC CONC CONC CONC CONCCONC CONC CONC CONCCONC

CONC

CONC CONC CONC CONC

ROADWAY PIPE GRATE ROADWAY PIPE GRATE

3'-5"

3'-5"

3'-8"

3'-8"

4'-3"

4'-3"

4'-10"

4'-10"

5'-4"

5'-11"

5'-11"

6'-6"

6'-6"

7'-0"

7'-0"

7'-7"

7'-7"

5'-3"

7'-2"

5'-6"

7'-9"

6'-0"

9'-0"

6'-6"

10'-3"

7'-0"

11'-6"

7'-6"

12'-9"

8'-0"

14'0"

8'-6"

15'3"

16'6"

9'-0"

.4

.5

.4

.6

.5

.8

.6

.8

.9

1.4

9'11" 16'6" 12'4" 16'6"

12'4"1.39'-0"9'11"

9'-1" 15'3" 11'4" 15'3"

8'-6"11'3"8'-6"9'-1"

8'-4"

8'-4"

14'0"

8'-0"

10'3" 14'0"

8'-0"10'3"

4'-0"

4'-0"

4'-4"

4'-5"

5'-2"

5'-2"

5'-11"

6'-0"

6'-9"

6'-9"

7'-7"

7'-7" 12'9"

7'-6"

11'-6"

7'-0"

10'-3"

6'-6"

9'-0"

6'-0"

12'9"

7'-6"

11'-6"

7'-0"

10'-3"

9'-0"

6'-0"

7'-9"

5'-6"

7'-2"

5'-3"4'-7"

6'-6"

4'-7"

5'-1"

5'-2"

6'-2"

6'-2"

7'-2"

7'-2"

8'-2"

8'-3"

9'-3"

9'-3"

.4

.5

.6

.8

.8

.9

5'-6"

7'-9"

.4

.6

.5

.7

.6

.9

.7

.9

10'9"

8'-9"

17'0" 6'-5" 1'-6"

.8

.7

1'-6"6'-5"10'2"

9'11"

8'-2"

9'-1"

7'-6"

8'-3"

6'11"

7'-5"

6'-3"

4'-1" 5'-5" 2'-9" 5"

5"2'-9"4'-7"

4'-5"

5'-0"

5'-9"

8'-0"

3'-0"

3'-0"

6"

6"

5'-0" 6'-5" 3'-6" 8"

8"3'-6"9'-4"5'-10"

5'-8" 7'-0" 4'-0" 9"

9"4'-0"10'-8"

7'-8"

12'-0"

8'-4"

4'-6"

4'-6"

5'-0"

5'-0"

1'-1"

1'-1"

6'-8"

14'9"

5'-6"

5'-6"

1'-3"

1'-3"

1'-4"

1'-4"

6'-0"

6'-0"

9'-7"

16'1"

5'-8"

5'-11"

6'-9"

6'-10"

7'-10"

8'-6"

9'11"

9'-4"

10'-3"

12'-0"

11'1"

13'1" 18'-7" 8'-9"

8'-9"

8'-0"

8'-0"

7'-4"

7'-4"

6'-7"

6'-7"

5'-10"

5'-10"

5'-2"

5'-2"

4'-5"

4'-5"

3'-4"

3'-4"

5'-11"

8'-2"

6'-8"

9'-7"

7'-4"

11'-0"

8'-0"

12'-5"

8'-9"

13'10"

9'-5"

15'3"

10'-1"

16'-8"

2'-2"

2'-2"

1'-11"

1'-11"

1'-9"

1'-9"

1'-6"

1'-6"

1'-4"

1'-4"

1'-1"

1'-1"

11"

8"

8"

7"

7" 5'-3"

5'-9"

5'10"

6'-5"

6'-11"

7'-8"

8'-0"

9'-0"

9'-1"

10'-3"

10'-2"

11'-7"

11'-3"

12'-5"

14'-2"

13'-6"

15'-5"

5'-9"

7'-7"

6'-2"

8'-4"

6'-11"

9'-10"

11'-4"

9'-2"

14'-3"

9'-11"

15'-9"

10'-8"

17'-3"

11'-5"

18'-9" 11'-2"

11'-2"

10'-3"

10'-3"

9'-3"

9'-3"

8'-3"

8'-3"

7'-4"

7'-4"

6'-4"

6'-4"

5'-5"

5'-4'

4'-5"

4'-5"

3'-11"

3'-11" 9"

9"

1'-1"

1'-2"

1'-5"

1'-5"

1'-8"

1'-8"

2'-0"

2'-0"

2'-3"

2'-3"

2'-6"

2'-6"

2'-10"

2'-10" 13'-8"

9'-10"

9'-2"

11'-6"

8'-6"

10'-5"

7'-9"

9'-5"

7'-1"

8'-4"

6'-5"

7'-3"

6'-2"

5'-1"

5'-8"

4'-9" 5'-4" 2'-1"

2'-1"7'-0"

1'-0"

1'-0"

2'-4"

2'-4"

5'-9"

6'-6" 2'-9"

2'-9"

1'-4"

1'-4"

7'-3"

10'-6"

3'-2"

3'-2"

1'-8"

1'-8"

8'-0"

8'-9"

13'-4"

9'-6"

14'-9"

10'-3"

16'-2"

11'-0"

17'-7"

3'-8"

3'-8"

1'-11"

1'-11"

2'-4"

2'-4"

2'-11"

2'-11"

4'-1"

4'-1"

4'-6"

4'-6"

4'-11"

5'-5"

5'-5"

3'-3"

3'-3"

5'-3"

6'-3"

5'-8"

7'-4"

5'-9"

6'-11"

6'-2"

8'-1"

6'-8"

3'-0"

3'-0"

7'-0" 3'-8"

3'-8"

4'-4"7'-11"

11'-2" 4'-4"

7'-7"

9'-6"

1'-2"

1'-2"

1'-5"

1'-5"

1'-10"

1'-10"

2'-4"

2'-4"

2'-9"

2'-9"

5'-8"

5'-8"

8'-6" 8'-10" 5'-0"

5'-0"12'-9"10'-9"

9'-5"

12'-1"

9'-8"

14'3"

3'-3"

3'-3"

10'-4" 10'7" 6'-4" 3'-8"

13'-4" 15'10" 6'-4" 3'-8"

11'-3" 11'6" 7'-0" 4'-2"

4'-2"7'-0"17'4"

12'-2" 12'4" 7'-8" 4'-7"

7'-8" 4'-7"

5'-11"

6'-10"

6'-0"

7'-8"

6'-6"6'-6"

7'-8" 8'-6"

3'-4"

3'-4"

1'-6"

1'-6"

1'-10"

1'-10"

3'-9"

3'-9"

7'-7" 7'-7" 4'-8"

4'-8"

2'-5"

2'-5"

3'-0"

3'-0"

5'-7"

5'-7"

8'-7"8'-9"

10'-8"

9'-2" 10'-3"

2'-6"

2'-6"

2'-11"

2'-11"

8'-4"7'-10"

5'-3"

6'-7"

5'-1"

6'-6"

5'-7" 5'-7"

1'-7"

1'-7"

7'-3" 7'-2"

1'-9"

1'-9"

1'-9"

1'-9"

6'-4" 6'-6" 2'-2"

2'-2"8'-6" 8'-8"

2'-3"

2'-3"

2'-10"

2'-10"

7'-1"

9'-9" 10'-1"

9'-8" 6'-6" 3'-7"

3'-7"6'-6"13'-7" 11'-1" 11'-6"

11'-1"

13'-9"

10'-8"

15'-3"

7'-5"

7'-5"

4'-2"

4'-2"

4'-10"

12'-3"

15'-3"

3'-4"9'-3"8'-7"

12'-4" 13'-0" 3'-4"

3'-11"

3'-11"

9'-4" 10'-2" 3'-8" 4'-6"11'-8" 8'-3"

8'-3" 13'-7" 14'-5" 3'-8" 4'-6"

11'-0"10'-0" 5'-1"4'-1"

5'-1"

12'-0"6'-0"10'-1"13'-9"14'-7"

6'-0"10'-1" 17'-4"

10'-9"

16'-1"

4'-5"

4'-5"20'-3"18'-4"

5'-8"

5'-8"

5'-10"

7'-2"

5'-8"

7'-1"

2'-2"

2'-2"

2'-6"

2'-6"

6'-3"6'-4"

7'-11" 7'-11"

7'-3"

9'-5"

8'-3"

7'-5"

8'-7"

11'-3"

9'-8"

14'-7"

12'-0"

16'-3"

13'-2"12'-1"

15'-5"

11'-2"

10'-2"

12'-5"

9'-3"

4'-1"

13'-5"

18'-7"

12'-9" 9'-2"

9'-2" 5'-5"

5'-5"

3'-1"

3'-1"

3'-8"

3'-8"

4'-0"

4'-0"

9'-5" 9'-9" 4'-11" 5'-2"

4'-2"

4'-2"4'-1"8'-4"8'-3"3'-2"

3'-2" 10'-5" 10'-6"

6'-5"

7'-10"

6'-3"

7'-8"

2'-9"

2'-9"

2'-7"

2'-7"

7'-0"

8'-8"

7'-0"

8'-7"

3'-2"

3'-2"

3'-2"

3'-2"

2'-0"

2'-0"

2'-5"

2'-5"

4'-1"

4'-9"

4'-9"

12'-2" 12'-5" 4'-11" 5'-2"

4'-4"

4'-4"

4'11"

5'-6"

5'-6"

6'-4"

6'-4"

6'-2"

6'-2"

7'-2"

7'-2"

10'-8" 11'-2" 5'-9"

5'-9"14'-4"

5'-7"

5'-7"

12'-6" 6'-7"

6'-7"

7'-3"

7'-3"15'-7" 16'-3"

13'-1" 7'-5"

7'-5"17'-4" 18'-2"

14'-3"

19'-1"

15'-3"

20'-1"

8'-4"

8'-4"

9'-4"

9'-4"

6'-3"

6'-3"

8'-3"

8'-3"

14'-3" 6'-9"

6'-9"

7'-11"

7'-11"

15'-6" 16'-8"

22'-0"

9'-2"

9'-2"

10'-4"

10'-4"

.8

.9

.7

.5.5

.6

.5

.8

.7

.9

19'-7"18'-5"

13'-1"

.9

.7

.9

.6

.7

.4

.6

.41'-5"

1'-5"

.5

.7

.6

.8

.8

.4

.6

.5

.7

.7

.8

.4

.5

.4

.7

.6

.9

.7

.8

.9

.7

.8

.6

.6

.5.4

.6

.5

.7

.6

.9

.8

.9

.8

.6

.6

.4

.5

.4

11"x

1'-6"

1'-1"x

1'-10"

1'-6"x

2'-5"

1'-10"x

3'-0"

2'-3"x

3'-7"

2'-7"x

4'-2"

3'-0"x

4'-10"

3'-4"x

5'-5"

3'-8"x

6'-0"

SIZE

PIPE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

6'-1"

6'-1"

6'-1"

6'-1"

6'-1"

6'-1"

6'-2"

6'-2"

6'-2"

6'-2"

6'-3"

6'-3"

6'-4"

6'-4"

6'-4"

6'-4"

6'-4"

6'-4"

5'-6"

7'-9"

5'-10"

8'-7"

6'-5"

10'-0"

7'-0"

11'-6"

7'-7"

13'-0"

8'-2"

14'-5"

8'-10"

16'-1"

9'-5"

17'-6"

10'-0"

19'-0"

.5

.6

.7

.7

.9

.8

.9

10'-1"

7'-9"

9'-8"

7'-7"

9'-4"

7'-5"

8'-11"

7'-4"

8'-7"

7'-2"

19'-0" 5'-2" 1'-2"

1'-2"10'-10"

1'-2"

1'-2"5'-2"

5'-2"

10'-3"

18'-1"

16'-9" 5'-2"

5'-2" 1'-2"

1'-2"

9'-9"

15'-1"

9'-0"

5'-2"

5'-2" 1'-2"

1'-2"

5'-2"

5'-2"

13'-8"

8'-6"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-2"

1'-1"

1'-1"

1'-1"

1'-1"

5'-3"

5'-3"

5'-3"

5'-3"

5'-4"

5'-4"

5'-4"

5'-4"

6'-5"6'-9"

7'-4"

6'-10"

7'-6"

6'-11"

7'-10" 10'-9"

7'-4"

9'-5"

6'-9"

8'-11"

13'-5" 19'-0"

11'-3"

3'-11"

3'-11"

2'-7"

2'-7"

2'-6"

2'-6"4'-0"

4'-0"

10'-8"

17'-8"

16'-4"

10'-0"

17'-11"

11'-6"

2'-11"

2'-11"

4'-5"

4'-5"

4'-4"

4'-4"3'-0"

3'-0"16'-9"

11'-0"

15'-5"12'-9"

8'-9"

12'-2"

8'-6" 10'-2"

16'-5" 4'-1"

4'-1"

2'-6"

2'-6" 10'-7"

15'-8"

3'-2"

3'-2"

4'-4"

4'-4"

8'-3" 9'-6"

11'-5" 14'-11"

4'-2"

4'-2"

2'-6"

2'-6"

9'-2"

13'-7"

10'-0"

14'-5"

3'-4"

3'-4"

10'-10" 13'-8" 4'-4" 2'-5"

2'-5"9'-0"8'-1"

10'-2"

7'-11" 8'-6"

12'-4" 4'-5"

4'-5" 2'-5"

2'-5"

2'-5"

12'-8" 13'-5" 3'-6" 4'-2"

4'-2"3'-6"9'-7"8'-10"

4'-2"

4'-2"3'-8"

3'-8"12'-3"

9'-1"

2'-5"

4'-6"

4'-6"

11'-0"

7'-11"

9'-6"

7'-8"

11'-10"

8'-7"

8'-4"

10'-11" 11'-2"

8'-8"

10'-2"

3'-10" 4'-1"

4'-1"3'-10"

4'-1"

4'-1"

4'-0"

4'-0"8'-2"8'-2"2'-4"

2'-4"

4'-7"

4'-7"

7'-5"7'-6"

8'-11"

8'-7"

7'-5" 7'-1"

9'-0"

4'-8"

4'-8"

2'-4"

2'-4"

8'-0"

9'-7"

7'-11"

9'-7"

4'-1"

4'-1"

4'-1"

4'-1"

.8

.9

.8

.9

.9

.8

.7

.8

.6

.8

.6

.9

.7

.87'-1"

8'-3"

7'-11"

12'-3"

9'-10"

4'-3"

4'-3"

3'-7" x 2'-3"

3'-7" x 2'-3"

3'-7" x 2'-3"

3'-7" x 2'-3"

4'-2' x 2'-7"

4'-2" x 2'-7"

4'-2" x 2'-7"

4'-2" x 2'-7"

4'-10" x 3'-0"

4'-10" x 3'-0"

4'-10" x 3'-0"

4'-10" x 3'-0"

5'-5" x 3'-4"

5'-5" x 3'-4"

5'-5" x 3'-4"

5'-5" x 3'-4"

6'-0" x 3'-8"

6'-0" x 3'-8"

6'-0" x 3'-8"

6'-0" x 3'-8"

7'-0"

7'-4"

8'-4"

10'-6"

7'-2"

7'-6"

8'-6"

10'-8"

7'-4"

7'-8"

8'-8"

10'-10"

7'-4"

7'-8"

8'-8"

11'-0"

7'-4"

7'-10"

8'-10"

11'-2"

8'-6"

8'-10"

10'-0"

12'-4"

11'-0"

11'-6"

13'-0"

16'-2"

10'-2"

10'-6"

11'-10"

14'-8"

13'-2"

13'-7"

15'-4"

19'-0"

11'-8"

12'-1"

13'-8"

16'-10"

13'-2"

13'-8"

15'-6"

19'-2"

17'-2"

17'-10"

20'-2"

24'-10"

14'-10"

15'-4"

17'-3"

21'-4"

19'-4"

20'-0"

22'-6"

27'-10"

15'-2"

15'-9"

17'-8"

22'-0"

10'-11"

10'-10"

12'-10"

11'-11"

15'-11"

16'-10"

16'-11"

14'-10"

10'-11"

13'-11"

16'-11"

11'-11"

10'-10"

17'-11"

13'-11"

11'-10"

20'-10"

13'-11"

12'-11"12'-3"

.7

1.9

.7

.6

.5 .6

4'-11"

5'-3" 4'-8"

5'-2"

5'-1" 3'-8"

8'11"

13'5"

8'-10"

8'-5"

9'-1"

12'-7"

4'-11"

2'-7"

2'-7"

7'-9"

8'-2" 9'-8"

2'-8"

2'-8"

14'-8"

9'-11"

15'-10"

3'-5"

3'-5"

9'-7"

7'-5"

5'-7"

3'-8"

12'-10"

7'-8"

7'-2"

5'-2"

4'-4"

10'-1"

9'-5"

14'-7"

9'-8"

8'-7"

7'-8"

7'-3"

18'11"

4'-10"

7'-5"

5'-5"

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

DOUBLE

SINGLE

.6

DIA

PIPE

CU YD CU YD CU YD CU YD

CU YDCU YD CU YD CU YD CU YD CU YD CU YD CU YD CU YD CU YDCU YD

CU YD

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 17" OC

2 @ 17" OC

2 @ 17" OC

2 @ 17" OC

2 @ 19" OC

2 @ 19" OC

2 @ 19" OC

2 @ 19" OC

2 @ 22" OC

2 @ 22" OC

2 @ 22" OC

2 @ 22" OC

2 @ 24" OC

2 @ 24" OC

2 @ 24" OC

2 @ 24" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 12" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 14" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 16" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 18" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

2 @ 20" OC

CONC

DIA

PIPE

ROUND

EQUIVALENT

CORRUGATED METAL ROADWAY PIPE

REINFORCED CONCRETE AND

SLOPE PAVED HEADWALL DETAIL FOR

charts on 03-28-06 by J.F.T

Corrected various numbers in the2.

by J.F.T


L.V.S.

06-07-90 HW-614-B (SHEET 2 OF 2) 414

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

DIMENSIONS AND QUANTITIES

PIPE SIZE SLOPE B D

END ELEVATION WITH GRATE

(SEE GRATE DETAIL)

C

45

LONGITUDINAL SECTION

FLOW LINE

SLOPE

B

SLOPE PAVING

REINFORCED CONCRETE

END ELEVATION SINGLE BARREL

DIAMETER

C

B

END ELEVATION DOUBLE BARREL

DIAMETER

DIAMETER

1/2 C D 1/2 C

DI

M'

S

ON

SL

OP

E

3"

C

SIDE VIEW

TOP VIEW

DIA/SPAN

OR SPAN

1/2 DIA

GENERAL NOTES

GRATE DETAIL

PERSPECTIVE

HEADWALL WITH GRATE

TYPICAL SLOPE PAVED

MI

N

1'-6"

3'

4"

MA

X

W2.9 x W2.9

WWF 6" x 6"

2'MIN 2'MIN

*4"

MA

X

1'-6"

MI

N

8"

WILL BE ATTACHED.

THIS DIMENSION SHALL BE 3‚" WHEN A GRATE

* IN ORDER TO COMPLY WITH FHWA SAFETY REQUIREMENTS

2" C

L

1

4" MAX

3' MI

N

W2.9 x W2.9

WWF 6" x 6" -

4"

1'-0" 1'-0"

1'

MA

X24"

MA

X

EV

EN

LY

SP

AC

ED

GR

AT

E

BA

RS

1ƒ" 1ƒ"

(FOR DOUBLE LINE ONLY)

(BOTTOM) •" x 2" SLOTTED HOLE

(TOP) 2" DRILLED HOLE•" x 2" SLOTTED HOLE

BOLT W/NUT WASHER (3" EMBEDMENT)

AND EPOXY GROUT †" x 4" HEX

HEX HEAD BOLT W/WASHER OR DRILL

EXPANSION ANCHOR AND †" x 4"

FASTEN TO HEADWALL WITH STEEL

24"

18"

15"

54"

48"

42"

36"

30"

24"

18"

15"

54"

48"

42"

36"

30"

24"

18"

15"

54"

48"

42"

36"

30"

24"

18"

15"

3.1

1.8

1.2

15.9

12.6

9.6

7.1

4.9

3.1

1.8

1.2

15.9

12.6

9.6

7.1

4.9

3.1

1.8

1.2

15.9

12.6

9.6

7.1

4.9

3.1

1.8

1.2

20:1

20:1

20:1

10:1

10:1

10:1

10:1

10:1

10:1

10:1

10:1

6:1

6:1

6:1

6:1

6:1

6:1

6:1

6:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

4:1

26'-8"

16'-8"

11'-9"

38'-6"

33'-6"

28'-6"

23'-5"

18'-5"

13'-5"

8'-4"

5'-10"

23'-4"

20'-3"

17'-3"

14'-2"

11'-2"

8'-1"

5'-1"

3'-7"

15'-10"

13'-9"

11'-9"

9'-8"

7'-7"

5'-6"

3'-6"

2'-5"

6'-0"

5'-6"

5'-3"

8'-6"

8'-0"

7'-6"

7'-0"

6'-6"

6'-0"

5'-6"

5'-3"

8'-6"

8'-0"

7'-6"

7'-0"

6'-6"

6'-0"

5'-6"

5'-3"

8'-6"

8'-0"

7'-6"

7'-0"

6'-6"

6'-0"

5'-6"

5'-3"

3'-0"

2'-3"

1'-11"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

1'-11"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

1'-11"

6'-9"

6'-0"

5'-3"

4'-6"

3'-9"

3'-0"

2'-3"

1'-11"

3.38

2.40

1.84

4.88

4.32

3.78

3.20

2.66

2.08

1.54

1.24

3.40

3.04

2.68

2.30

1.94

1.58

1.22

1.04

2.60

2.40

2.20

1.86

1.60

1.32

1.06

0.92

1.06

0.62

0.42

3.02

2.42

1.90

1.46

1.06

0.72

0.46

0.32

2.18

1.78

1.42

1.12

0.84

0.60

0.40

0.30

1.76

1.46

1.20

0.94

0.72

0.52

0.36

0.30

W2.9 x W2.9

WWF 6" x 6"

BARREL

ADDITIONAL

CU YDS

BARREL

CU YDSONE

SQ FT

AREA

40 GALVANIZED PIPE

2•" INSIDE DIA SCHEDULE

'C' LESS 2'-0"

2'MIN 2'MIN

2" CLEARANCE

2" CLEARANCE

2" CLEARANCE

2" CLEARANCE

GALVANIZING REPAIR PAINT IN ACCORDANCE WITH SECTION 855.31 OF ALDOT SPECIFICATIONS.

9. RAW METAL EXPOSED BY CUTTING AND DRILLING OF PIPE FOR GRATE ASSEMBLY WILL REQUIRE A

ACCORDING TO SPECIFICATIONS.

8. PIPE FOR GRATE SHALL BE SCHEDULE 40, GALVANIZED (ASTM A53) HARDWARE SHALL BE GALVANIZED

TREATMENT WHEN TERMINATED WITHIN THE CLEAR ZONE.

7. A 24" PIPE WITH GREATER THAN A 30° SKEW AND 30" OR GREATER IN DIAMETER SHALL HAVE A CLASS 2 END

SLOPE PAVED HEADWALL WITH GRATE SHALL BE CLASS 2.

6. SLOPE PAVED HEADWALL WITHOUT GRATE SHALL BE CLASS 1.

FOR SIDES. ANCHOR BOLTS INTO CONCRETE.

•" x 6" GALVANIZED THREADED HEX HEAD BOLTS WITH WASHERS LOCATED ON 2'-0" CENTERS

•" x 6" GALVANIZED HOOK BOLTS WITH WASHERS LOCATED AT 30° OC FOR THE TOE AND

BETWEEN BEVELED PIPE END AND CONCRETE WILL NOT BE DETACHED. CORRUGATED HDPE PIPE SHALL HAVE

5. CONTRACTOR SHALL INSURE THROUGH MECHANICAL MEANS OR OTHER APPROVED DEVICES THAT CONNECTION

PIPE MAY BE FIELD BEVELED PRIOR TO PAVING OR SHOP CUT.

CURED (SOME HAND FINISHING MAY BE NECESSARY.) METAL PIPE SHALL BE SHOP CUT. CORRUGATED HDPE

4. CONCRETE PIPE SHALL BE BEVELED BY SAWING AFTER SLOPE PAVING HAS BEEN PLACED AND SUFFICIENTLY

HDPE PIPE. CONCRETE QUANTITIES ARE SUFFICIENT WHEN HEADWALLS FOR ARCH PIPE IS DESIRABLE.

3. DIMENSIONS AND QUANTITIES SHOWN APPLIES TO CONCRETE, CORRUGATED METAL PIPE, AND CORRUGATED

2. QUANTITIES SHOWN INCLUDE TWO (2) SLOPE PAVED HEADWALLS WITH TOE WALLS.

1. THE FILL IS TO BE PLACED AND ALL SHORING REMOVED BEFORE THE SLOPE PAVING IS PLACED.

AND GRATE FOR SIDEDRAIN PIPE

CONCRETE SLOPE PAVED HEADWALL

Grate on 01-02-09 by W.W.A.

Adjusted Note No. 7 requiring use of2.

09-12-97 by C. J. S.

the use of HDPE pipe.

Changed notes 3, 4, & 5 to allow1.

L.V.S.

02-08-91 HW-614-SP 415

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

A

A

(TO BE ADDED TO QUANTITIES FOR FLARED HEADWALL)

ESTIMATED QUANTITIES FOR IMPACT WALL

SLOPE

4:1

3:1

2:1

4:1

3:1

2:1

4:1

3:1

2:1

4:1

3:1

2:1

4:1

3:1

2:1 .05

.05

0°SK

.05

.05

.06

.07

.07

.07

.12

.12

.14

.12

.14

.13

.16

.05

.05

.05

.06

.07

.08

.07

.10

.12

.14

.20

.22

.20

.26

.30

30°SK45°SK

.08

.10

.08

.09

.11

.10

.12

.15

.17

.20

.22

.20

.30

30°SK45°SK

7.0

0°SK

7.0

7.0

7.5

8.5

10.0

10.0

17.0

15.0

15.0

14.5

21.0

18.0

15.0

18.0

15.0

13.5

9.0

7.5

9.0

10.5

9.0

14.0

14.0

17.0

21.0

16.0

19.0

23.0

28.0

27.0

DIRECTED BY THE ENGINEER

PLACE TO SECTION AS

RIP-RAP (4 X D)

BY THE ENGINEER.

PLACED TO THE SECTION DIRECTED

1. LOOSE RIP-RAP TO BE CLASS 2 AND

D

7.0

8.0

10.0

SIZE

PIPE

.26

11.0

13.0

13.0

11.0

13.0

11.0

11.0

13.0

22.0

33.0

1X

D

RI

P-

RA

P

ELEVATION

PERSPECTIVE VIEW

SECTION-AA

-GENERAL NOTES-

PIPE DIA

6"

(IMPACT WALL)

6" FOR 15", 18", 24" PIPE(IMPACT WALL)

9" FOR 30", 36" PIPE

EQUAL SPACING

3 - 2" WEEP HOLES

1•

"

15

15

15

18

18

18

24

24

24

30

30

30

36

36

36 15

15

15

12

12

12

10

10

10

8

8

8

5

5

5

7.5

.05

RIP-RAP-TONS

ESTIMATED

1 - NO 4 BAR-ST

@ 12" OC

NO 4 BARS

2:1)

(S

LO

PE

CONC-CU YDS STEEL-LBS

DETAIL OF IMPACT DISSIPATOR

by Joe F. Thomas


L.V.S.

10-19-89 ID-621 434

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

T

d1

d2

WING PLATES

WING WALL

BOX END ADJACENT TO

WITHOUT TONGUE/GROOVE

3

1

W

PARAPET

C

RI

SE (

R)

WATER TIGHT

JOINTS

ANCHOR BOLT

SIDE ELEVATION

APRON LENGTH AND JOINT SCHEDULE

RISE INSIDE MIDDLE END W/TOE WALL

10'

COST TO BE INCLUDED IN

COST OF BOX CULVERT

END ELEVATION

FOR MULTIPLE BOX INSTALLATION

PARAPET

SP

AN (

S)

APRON

C

WING

WALL

WING WALL

C

WING PLATES

(SEE DETAIL "A")

20°

TO

E

WA

LL

D1

D2D3

D4

D5

VARIES

L

A

WING WALL ANCHOR BOLTS

(SEE DETAIL "B")

20°

WING WALL

T

APRON

WING WALL

ANCHOR

DETAIL "B"

H

VARIES

APRON

SECTION-CC

1"

1" 1- #4 BAR

S6

S5

GENERAL NOTES

PLAN

C

1- #4 BAR

WASHER PLATES

WING WALL SHALL BE PRECAST

DETAIL "A"

8"

8"

8"

8"

6" x 6" x •"

3•"

6'

8'

8'-0" 4'-0" 8'-0"

8'-0" 8'-0"

8'-0" 4'-0"

8'-0"

8"

4"

4"

6" x 6" x •"

8"

1'-2"

1'-2‡"

1'-4

"

4'-0"

8"

WASHER PLATE

6" x 6" x•"

4'& 5'

2" x 4" WOOD SPACER

CULVERT

BOX

PRECAST

B

PRECAST BOX CULVERT WALL

JOINTS

WATER TIGHT

WASHER PLATE

4'-0"

T

(SEE NOTE NO 1)

…" EXPANSION JOINT

MATERIAL

1" o x 14" GALVANIZED BOLTS

DROP IN EXPANSION

1" o x 14" GALVANIZED BOLTS Ec NUTS

6" x 6" x •" WASHER PLATES

8" x 16" x •" BENT PLATE

ENTIRE LENGTH OF CULVERT

FILL WITH CLASS B CONC

THIS SHEET)

(SEE DETAIL

(T

YP.)

‚"

4. STEEL PLATES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE

5. PRECAST APRON JOINTS SHALL BE INSTALLED WITH A WATER TIGHT SEAL.

6. BEVELED PRECAST BOX CULVERT END SECTIONS MAY BE USED IN LIEU OF

PRECAST END SECTIONS AS DETAILED, PRIOR APPROVAL FOR USE WILL BE REQUIRED

1. FOR BOX CULVERT SECTION DESIGN AND TABLE OF DIMENSIONS, SEE AASHTO

WITH AASHTO M111, BOLTS AASHTO M298, CLASS 50.

3. REINFORCING WIRE SHALL HAVE A MIN. YIELD STRENGTH OF 65000 P.S.I.

2. CONCRETE SHALL HAVE 5000 P.S.I. COMPRESSIVE STRENGTH.

SEE STD-DWG NO CS-3-1.

9. APRONS WITH TOE WALL AS DETAILED MAY BE CAST IN PLACE IN LIEU OF PRECASTING.

JOINTING WILL NOT BE REQUIRED. FOR EXTRA DEPTH TOE WALLS (TOE WALL EXTENSION)

IN LIEU OF PRECAST END SECTIONS AS DETAILED. DRILL AND GROUT IN NO 5

DEFORMED BARS- 24" LONG @ 6" OC FOR ATTACHING.

8. CAST IN PLACE CULVERT WING WALLS, PARAPETS AND APRONS MAY BE USED

7. ALTERNATE PRECAST WINGWALL DESIGNS SHALL BE SUBMITTED PRIOR TO APPROVAL.

SHALL BE SUBMITTED AS WORKING DRAWINGS IN ACCORDANCE WITH ALL OF THE REQUIREMENTS

GIVEN IN ARTICLE 105.02 WHEN PRECAST BOX CULVERTS, THE CONDITIONS OF LOADING,

INCLUDED IN GENERAL NOTE NO. 1.

SIZE (SPAN OR RISE), WALL AND SLAB THICKNESS (T) FALL OUTSIDE THE ASTM TABLES

10. DETAILS AND DESIGN CALCULATIONS, SEALED BY A LICENSED PROFESSIONAL ENGINEER,

AND RISES ARE INDUSTRY STANDARDS.

11. "TABLE OF DIMENSIONS" IS NOT RESTRICTED TO PRECAST BOX SIZES LISTED. OTHER SPANS

3•"BOX WALL BOX WALL

REBAR

THREADED

5ƒ" RADIUS

5ƒ

"

VARIES

INFORMATION

COVER FOR MORE

PRECAST CONCRETE WALL

SEE PART-PLAN SHOWING

GAP

PART-PLAN

SHOWING PRECAST CONCRETE WALL COVER

D

D

E E

12. UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY SUBSITUTE PRECAST BOX

SECTIONS MEETING THE REQUIREMENTS OF NOTE 1 ABOVE, FOR ALL FILL HEIGHTS FOR CAST

IN PLACE CONCRETE BOX SECTIONS.

M-273 AND M-259. NOTE - IF LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

IS REQUIRED, THEN USE ASTM C - 1577.

22"

3"

3"

VA

RI

ES

S

S3

4

PRECAST

o

S1

S2

1"

S5 1"

S5

TOE WALL

2" HOLE

1" CHAMFER

8"

1- #5 BAR

8"

8"

5"

8"

@ 8" OC MAX

@ 8" OC MAX

1- #5 BAR

WING WALL

SECTION - AA

30"

1- #5 BAR

@ 8" OC MAX

SECTION - BB

4-#3 BARS

PARAPET DETAIL

(2) HOLES PER UNIT EQUALLY SPACED.

1" o PRECAST HOLE W/RECESS FOR

1" CHAMFER

8"

8"

1•"

HEX HEAD ƒ" o x 20" GALVANIZED BOLT

1'-2"

‚"

5ƒ" RADIUSTOP SLAB

5ƒ

"

"T"

CULVERT AND END SECTION

DETAILS FOR PRECAST CONCRETE BOX

on 11-05-13 by J.F.T.

LRFD and other cosmetic tuff

another sheet. Edited notes to meet

detail nd moved "TABLE OF DIMENSIONS" to

Edited "PARAPET DETAIL", added "PART-PLAN"2.

on 03-18-10 by J.F.T.

Section-AA & Toe Wall Section-BB

Added diagonal #5 Bar in Wingwall1.

L.V.S.

J.F.T. 10-23-98 PCC-524 (SHEET 1 OF 2) 438

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

SPAN RISE TDOUBLE BOXSINGLE BOX TRIPLE BOX QUADRUPLE BOX WING WING WINGAPRON

LENGTH HEIGHT LENGTH HEIGHT

WING WALL ANCHORSWING

PLATE STEEL

APRON APRON APRON APRON APRON APRON APRON APRONA B A B A B A B C H L W D1 D2 D3 D4 D5 d1 d2 S2 S1 S3 S4 S5 S6

TABLE OF DIMENSIONS

@ @ @ @ @ @ @ @ @ @@ @

(S) (R)

* REINFORCING

* REINFORCING STEEL SCHEDULE-SQUARE INCHES OF STEEL PER LINEAR

FOOT OF WING.

8'-6"4'-8"8'-0"7"6' 9'-7ƒ"

15'-0‚" 22'-6" 17'-1„" 29'-11…" 24'-6ƒ" 37'-4ƒ" 32'-0‚"

.10 .10.10 .10 .10 .102'-0"6'-2"1'-10"8'-6"4'-8"8'-0"7"4'6' 9'-7ƒ"15'-0‚" 22'-6" 17'-1„" 29'-11…" 24'-6ƒ" 37'-4ƒ" 32'-0‚"

3'

.12 .10 .10 .10 .10 .102'-0"6'-2"2'-10"8'-6"5'-8"8'-0"7"5'6' 9'-7ƒ"15'-0‚" 22'-6" 29'-11…" 24'-6ƒ" 37'-4ƒ" 32'-0‚"

.10 .10 .10 .10 .102'-0"2'-0"6'-2"2'-4"1'-11"2'-5"12'-9‚"6'-8"12'-0"7"6' 6' 9'-7ƒ"17'-11‚" 25'-4ƒ" 17'-1„"

17'-1„"

32'-10‚"24'-6ƒ"40'-3‚" 32'-0‚"

8'-0"40'-8‚"21'-5‚"11'-9ƒ"8"8' 3' 17'-2‚" 26'-9ƒ" 36'-5‚" 31'-0ƒ"46'-0ƒ" 3'-8" 8'-6"

.10 .10.10 .10 .10 .102'-0"6'-2"1'-10"8'-0"40'-8‚"21'-5‚"11'-9ƒ"8"8' 4' 17'-2‚" 26'-9ƒ" 36'-5‚" 31'-0ƒ"46'-0ƒ" 4'-8" 8'-6"

.10.10 .10 .10 .102'-0"6'-2"8'-0"40'-8‚"21'-5‚"11'-9ƒ"8"8' 5' 17'-2‚" 26'-9ƒ" 36'-5‚" 31'-0ƒ"46'-0ƒ" 5'-8" 8'-6" 2'-10"

.10.10 .10 .10 .102'-0"6'-2"40'-8‚"21'-5‚"11'-9ƒ"8"8' 6' 20'-1‚" 29'-8ƒ" 39'-4‚" 31'-0ƒ"48'-11ƒ" 6'-8" 2'-5"12'-0" 12'-9‚"

10' 10" 50'-0‚"38'-0ƒ"14'-1ƒ"3' 19'-6‚" 31'-6" 26'-1…" 43'-5…" 55'-4ƒ" 8'-0" 3'-10" 8'-6"

10' 10" .10.10 .10 .10 .102'-0"6'-2"50'-0‚"38'-0ƒ"14'-1ƒ"4' 19'-6‚" 31'-6" 26'-1…" 43'-5…" 55'-4ƒ" 8'-0" 4'-10" 8'-6"

10' 10" .10.10 .10 .10 .102'-0"6'-2"50'-0‚"38'-0ƒ"14'-1ƒ"5' 19'-6‚" 31'-6" 26'-1…" 43'-5…" 55'-4ƒ" 8'-0" 5'-10" 8'-6"

10' 10" .20 .10.10 .10 .10 .102'-0"2'-0"6'-2"2'-4"2'-7"12'-9‚"12'-0"50'-0‚"38'-0ƒ"14'-1ƒ"22'-5ƒ"6' 1'-11"34'-4ƒ"26'-1…" 46'-4‚" 58'-3‚"

10' 10" .10.10 .10 .10 .102'-0"2'-0"6'-2"2'-4"50'-0‚" 1'-11"37'-3ƒ"26'-1…" 49'-3„" 61'-2ƒ"8' 25'-4„" 14'-1ƒ" 38'-0ƒ" 16'-0"

6'-10"

17'-1 " 3'-2" .45

10' 10" .10.10 .10 .10 .102'-0"2'-0"6'-2"2'-4"50'-0‚" 1'-11"40'-2•"26'-1…" 52'-2„" 64'-1•"28'-3„" 14'-1ƒ" 38'-0ƒ" 20'-0" 21'-3•" 3'-9"10' 10'-10"

8'-10"

3' 21'-10‚" 30'-9‚" 50'-5…" 64'-8ƒ" 8'-0" 4'-0" 8'-6"12' 12" 16'-6" 36'-1ƒ" 45'-0ƒ" 59'-4•"

4' 21'-10‚" 30'-9‚" 50'-5…" 64'-8ƒ" 8'-0" 5'-0" 8'-6"12' 12" 16'-6" 36'-1ƒ" 45'-0ƒ"

5' 21'-10‚" 30'-9‚" 50'-5…" 64'-8ƒ" 8'-0" 6'-0" 8'-6"12' 12" 16'-6" 36'-1ƒ" 45'-0ƒ"

6' 24'-9‚" 30'-9‚" 53'-4‚" 64'-8ƒ" 12'-0" 7'-0"12' 12" 16'-6" 39'-0ƒ" 45'-0ƒ" 12'-9‚"

8' 27'-8‚" 30'-9‚" 56'-3„" 70'-6•" 16'-0" 9'-0"12' 12" 16'-6" 41'-11ƒ" 45'-0ƒ" 17'-0‚"

30'-9‚" 59'-2„" 73'-5•" 20'-0" 11'-0"12' 12" 16'-6" 44'-10†" 45'-0ƒ" 21'-3•"10' 30'-7"

30'-9‚" 59'-2„" 73'-5•" 20'-0" 13'-0"12' 12" 16'-6" 44'-10†" 45'-0ƒ" 25'-6ƒ"12' 30'-7"

NOTE: SPACE BETWEEN MULTI-BARRELS IS 3•"

.10.10 .10 .10 .102'-0"6'-2"40'-8‚"8"8' 8' 23'-0„" 32'-7ƒ" 31'-0ƒ"51'-10ƒ" 6'-8" 3'-0"16'-0" 17'-0‚"11'-9ƒ" 21'-5‚" 42'-3„" .45

1'-10"

2'-10"

.20

.20

1'-2" 6'-2" 2'-0" .10 .10.10 .10 .10 .10

1'-2" 6'-2" 2'-0" .10 .10.10 .10 .10 .10

.12

2'-0"

2'-0"2'-4"1'-11"2'-4"1'-11"

1'-2" 6'-2" 2'-0" .10 .10.10 .10 .10 .10

.10

.12

2'-4"1'-11"

2'-4"6'-2" .91

1'-2" 6'-2" 2'-0" .10 .10.10 .10 .10 .10

.10 .10.10 .10 .10 .102'-0"6'-2"1'-10"

2'-10" 6'-2" 2'-0" .12 .10.10 .10 .10 .10

2'-9" 6'-2"2'-4"1'-11" 2'-0"2'-0".20 .10.10 .10 .10 .10

3'-4" 6'-2"2'-4"1'-11" 2'-0"2'-0" .10.10 .10 .10 .102'-4"1'-11" .47

3'-11" 6'-2"2'-4"1'-11"2'-4"6'-2" 2'-0"2'-0".91 .10.10 .10 .10 .10

4'-6" 6'-2"2'-4"1'-11"2'-4"6'-2" 1.60 .10.10 .10 .10 .103'-0"3'-0"

D6

4'-3"

2'-4"1'-11"

59'-4•"

59'-4•"

59'-4•"

59'-4•"

59'-4•"

59'-4•"

CULVERT AND END SECTION

DETAILS FOR PRECAST CONCRETE BOX

by J.F.T.

enlarged view of table on 11-05-13

Added "TABLE OF DIMENSIONS" to sheet and1.

L.V.S.

J.F.T. 10-23-98 PCC-524 (SHEET 2 OF 2) 438-A

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

SIDE SLOPE STEEP AS POSSIBLE

PERFORATED UNDERDRAIN PIPE

TAMPED TRENCH BOTTOM

SURFACE WATER

TO SHED SUBGRADE AND

TAMPED IMPERVIOUS SOIL

SUBGRADE PLANE

LOCATE INTERCEPTING UNDERDRAIN WITHIN THIS PART OF SECTION

SHOULDER DITCH

SEEPAGE ZONE

IMPERVIOUS MATERIAL

IMPERVIOUS MATERIAL


PIPE

UNDERDRAIN

PERFORATED

PERVIOUS BOTTOM TAMPED

PAVEMENT OR BASE COURSE

SUBGRADE PLANE


OUTFALL LINE CROSSING ROADWAY

OR SUB-BASE COURSE

PERVIOUS BASE COURSE


PIPE

PERFORATED UNDERDRAIN


SUBGRADE

IMPERVIOUS SOIL (UNSATURATED)

A- IMPERVIOUS SOIL BACKFILL TAMPED

B- JOINTS MORTARED AND WIPED OR SEALED

C- NON PERFORATED PIPE

PERVIOUS SHOULDER

SUBGRADE

SHOULDER IN SLOPE

AS AVAILABLE

DEPTH OF COVER

DITCH

SPILL BASE TO COVER TRENCH

WHERE PRACTICAL

INTO STORM DRAIN OUTLET

* MINIMUM OF 1'-0" SLOPE TO DRAIN

MEDIAN

CURB

PAVEMENT



2-LAYERS BASE COURSE

SUBBASE COURSE

DETAIL OF PIPE UNDERDRAIN IN RAISED

MEDIAN SECTION

SPILL BASE TO COVER TRENCH

(SLOPE APPROX 1:1)




PAVEMENT

CURB AND GUTTER

PERVIOUS BASE COURSE

S.W. AREA

SUB-BASE COURSE

CURB

PAVEMENT

2 LAYERS BASE COURSE

SUBBASE COURSE

MEDIAN VARIES

PAVEMENT

CURB


VARIESSLOPE

D

DTAMPED TRENCH BOTTOM

OF RAISED MEDIAN SECTION

DETAIL OF PIPE UNDERDRAIN IN CENTER

INTERCEPTING PIPE UNDERDRAIN

SUBDRAINING PIPE UNDERDRAIN

INTO CROSS DRAIN STRUCTURE OF SIDE DITCH

OUTFALL LEADING THROUGH FIRM SOIL TO DISCHARGE

PIPE UNDERDRAIN OUTFALL LINES

D

VA

RI

ES

PERVIOUS SHOULDER

SUBGRADE PLANE

DRAINED AREA

D

D

PERVIOUS SOIL

HIGHLY SATURATED

LOWEREDGROUNDWATERTABLE

D

VA

RI

ES

D

D

D

D

3"

D

D

CL

D

MARKER SIDE SLOPE STEEP AS POSSIBLE

D- OUTFALL END PROTECTED BY WALL AND

COMBINATION CURB AND GUTTER IS USED

DETAIL OF PIPE UNDERDRAIN WHERE

DRAIN SYSTEM WILL BE PROVIDED

AN INDEPENDENT OUTLET FOR THE UNDER-

ENTERING THE S.W. AREA. WHEN NECESSARY

ENOUGH TO INTERCEPT ALL WATER LAYERS

CARE TO PLACE THE PIPE UNDERDRAIN DEEP

IN ALL CASES THE ENGINEER SHALL TAKE

STORM DRAIN OUTLET WHERE PRACTICAL.

MINIMUM OF 1'-0" SLOPED TO DRAIN INTO

4- BOTTOM TAMPED

3- NON PERFORATED PIPE

2- JOINTS SEALED

1- IMPERVIOUS SOIL

PIPE UNDERDRAIN

SUBGRADE DRAINING OR LATERAL TYPE

=

DRAIN SHALL BE PROVIDED.

AN INDEPENDENT OUTLET FOR THE UNDER-

ENTERING THE MEDIAN. WHEN NECESSARY

ENOUGH TO INTERCEPT ALL WATER LAYERS

CARE TO PLACE THE PIPE UNDERDRAIN DEEP

NOTE: IN ALL CASES THE ENGINEER SHALL TAKE

=

=

3"

=

ELIMINATING THE NEED FOR FILTER MATERIAL

INSTALL THE PIPE WITH SEALED JOINTS, THEREBY

ARE NECESSARY, THE CONTRACTOR SHALL

INDEPENDENT OUTLETS FOR PIPE UNDERDRAIN

NOTE: ACROSS INTERSECTIONS AND IN CASE WHERE

3"

3"3"

APPROX

CLOSE AS

PRACTICAL

BEYOND THE BACKSLOPE

AT A PROPER LOCATION

IT SHALL BE INSTALLED

SLOUGHING OF THE BACKSLOPE,

NECESSARY SOLELY TO PREVENT

NOTE: IF AN INTERCEPTING LINE IS

DRAINGE PLANE (3" LAYER)

6" 6"

6"

8"

1'-0"

6" 6"

FILTER MATERIAL BELOW PIPE 6 INCHES.

IF SOIL IS PERVIOUS AND SATURATED CARRY

NOTE:

* 1'-0"

1'-0"

6" 6"

6"

CARRY FILTER MATERIAL BELOW PIPE

IF SOIL IS PERVIOUS AND SATURATED

8"

6"

8"

6"6"

o

MI

N.

1'-0"

MATERIAL TYPE A

MATERIAL TYPE A

MATERIAL TYPE A

MATERIAL TYPE A

MATERIAL TYPE A

12"

MI

N

MIN MIN

MI

N

MIN MIN

MIN MIN

12"

MI

N

UNDERDRAIN COARSE FILTER

6" MIN 6" MIN

UNDER DRAIN COARSE FILTER

AND BASE

THICKNESS OF PVMT

HEIGHT ACCORDING TO

MIN MIN

UNDERDDRAIN COARSE FILTER

12"

MI

N

MINMIN


MATERIAL TYPE A

16"

MI

N3" MIN 3" MIN

APP

(SLOPE APP 1:1)


6" MIN 6" MIN

PRICE OF PIPE UNDERDRAIN PER LIN FT.

THIS ITEM, WHICH SHALL BE INCLUDED IN THE BID

THIS SKETCH, NO DIRECT PAYMENT WILL BE MADE FOR

A PAY ITEM BUT IS REQUIRED IN MEDIAN AS SHOWN ON

NOTE: ON PROJECTS WHERE DRAINAGE PLANE IS NOT LISTED AS

UNDER DRAIN COARSE FILTER

INSTALLATION

UNDERDRAIN (U.D.)

DETAILS OF PIPE

by J.F.T.


L.V.S.

03-01-88 PU-606 443

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

HIGH DENSITY CORRUGATED POLYETHYLENE PIPE

TABLE 2:

HEIGHT OF COVER

STANDARD INSTALLATION

OF H.D.P.E. PIPE

VA

RI

ES

TRENCH CROSS SECTION

GENERAL NOTES (H.D.P.E. PIPE)

A. MATERIALS: THERMOPLASTIC PIPE: POLYETHYLENE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 294, LATEST EDITION.

BEDDING MATERIAL AND STRUCTURAL BACKFILL: SHALL MEET THE REQUIREMENTS OF AASHTO A-1, A-3, A-2-4 OR A-2-5.

ST

RU

CT

UR

AL

BA

CK

FI

LL

4" TO 6"

BEDDING

SHALL BE INCLUDED IN THE PRICE BID FOR THE PIPE.

D. ANY COST OF BEDDING AND BACKFILL MATERIAL REQUIRED TO INSTALL THE H.D.P.E. PIPE IN ADDITION TO THAT SHOWN IN THE PLANS

* OD/3"

*SEE NOTE B

(S

EE

NO

TE

A) PIPE

H.D.P.E.

H-20 AND LIVE LOADS

0.10

OU

TSI

DE

DIA

(AS PER STANDARD SPECIFICATIONS)

12"

TRENCH WIDTH

VA

RI

ES

SE

E

T

AB

LE 2

(HEIGHT OF FILL) IN (HEIGHT OF FILL) FT

DI

A (

MI

N)

C. CALCULATIONS FOR FILL DEPTHS ARE BASED ON PROPERTIES DEFINED IN AASHTO M294 AND CALCULATIONS IN AASHTO SEC 12 AND SEC 30.

NOMINAL DIAMETER MINIMUM COVER MAXIMUM COVER

The trench width must be wide enough to

accomodate compaction equipment.

TABLE 3: RECOMMENDED TRENCH WIDTH

30"

36"

18"

15"

24"

12"

DIAMETER

65"35.10"

41.70" 75"

TRENCH WIDTH

14.45"

21.20"

27.80"

17.57"

34"

44"

38"

54"

POLYETHYLENE PIPES

TABLE 4: MULTIPLE INSTALLATION OF

DIAMETER OF PIPECLEAR DISTANCES

BETWEEN PIPES

25'

1' 2"

1' 5"

1' 8"

1' 11"

18

24

30

36

24"12"-36"

OUTSIDE DIA

IN

FTIN

FOR MULTIPLE INSTALLATION OF POLYETHYLENE PIPES, A CLEAR DISTANCE BETWEEN PIPES SHALL MEET THE REQUIREMENTS OF TABLE 4.

STANDARD DENSITY PER AASHTO T-99 SHALL BE ACHIEVED. MINIMUM COVER REQUIREMENT SHALL MEET THE REQUIREMENTS OF TABLE 2.

THE PIPE TO AN ELEVATION NOT LESS THAN 12 INCHES ABOVE THE THE TOP OF THE PIPE. A MINIMUM COMPACTION LEVEL OF 95%

PLACED AND COMPACTED IN LAYERS NOT EXCEEDING A 6 INCH LOOSE LIFT THICKNESS AND BROUGHT UP EVENLY ON BOTH SIDES OF

T-99. A MINIMUM OF 4 INCHES OF BEDDING SHALL BE PROVIDED PRIOR TO PLACEMENT OF THE PIPE. STRUCTURAL BACKFILL SHALL BE

THE PIPE SHOULD BE LOOSELY PLACED. WHILE THE REMAINDER SHALL BE COMPACTED TO A MINIMUM 95% OF MAXIMUM DENSITY PER AASHTO

B. INSTALLATION: MINIMUM TRENCH WIDTHS SHALL MEET THE REQUIREMENTS OF TABLE 3. THE MIDDLE THIRD OF THE BEDDING MATERIAL UNDER

(H.D.P.E. PIPE)

ALL ROADWAY PIPE CULVERTS

BEDDING AND FILL HEIGHTS FOR

HDPE on one page on 11-05-13 by J.F.T.

Created sheet to consolidate all1.

L.V.S.

05-26-75 RPC-530 (SHEET 3 OF 3) 449

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

CORRUGATED METAL PIPE

HYDRAULICALLY EQUIVALENT ROUND PIPE SIZES (For Use Where Equivalent Pipe Types Are Allowed By the Plans or Specifications)

STORM SEWER

Pipe

Concrete

0.012 0.012 0.015 0.025

2- 2/3 x •

0.025

3 x 1 5 x 1 6 x 1 ALL 6 x 2 9 x 2-•

(Steel) Spiral Rib (Steel)

Structural Plate

Pipe

PVC

12

15

18

24

30

36

42

48

54

60

66

72

78

84

90

96

102

114

120

126

132

138

144

150

156

162

168

174

180

12 15 18 18

15 18 24 24

18 24 30 24 30

24

36

36 36 36 36

30

36

30

42

48

60

42

54

60

42

54

60

48

42

60 60 36

4260

48

66 66

0.028 0.026 0.025 0.035 0.035 0.012

12

15

18

24

30

66

72

84

66

78

84

96

102

108

120

126

66

78

84

90

102

108

114

126

132

138

132

144

66

72

84

90

96

108

114

12

15

18

24

30

36

0.012

54

60

66

72

78

84

90

102

108

114

120

126

132

78

84

96

102

114

120

132

138

150

156

168

174

180

192

198

210

108

216

228

234

246

252

264

270

78

84

96

102

114

120

132

138

150

156

168

174

180

192

198

210

216

228

234

246

252

264

270

48

pipe types based on N value and manufacturer's tolerances. Enter the chart with the concrete pipe size in the

plans and read across the chart to the equivalent size for another pipe type.

2. Flowlines cannot be changed to obtain cover if an equivalent sized pipe is selected. If flowline changes occur,

these changes will require a redesign of the system.

3. Some pipe sizes are not shown because a larger pipe size is equivalent to the concrete pipe.

1. Unless otherwise noted on the plans, the pipe size given was designed with concrete pipe with an N value of

General Notes:

TYPE S

HDPE PIPE

TYPE S

HDPE PIPE

TYPE C

HDPE PIPE

Pipe Sizes (in)

Design N Value

Corrugations (in)

Fill Hts. = 10'

O

O

Fill Hts. 10'

0.012. This chart provides the hydraulic equivalence as determined by Alabama Department of Transportation for

4. THIS CHART DOES NOT APPLY TO CROSS DRAIN OR SIDE DRAIN PIPES.

*42

*48

*54

*60

*48

*42

*42

*54

*60

96

138

144

* 5. SEE SPECIFICATIONS FOR ALLOWED SIZES FOR STORM SEWER.

(Aluminum) (Aluminum)

ROUND PIPE (STORM SEWER)

HYDRAULICALLY EQUIVALENT

by W.W.A.

various pipe sizes on 06-07-07

Added Note 5 & adjusted1.

L.V.S.

02-03-05 HEP-1 450

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

A

A

W

45°

h

SECTION A - A W/BOX CULVERT SIMILAR

NOTES:

1

2

3

4

5

6

7

8

CL

h

45°

W

1:1

CU

LV

ER

T

WI

DT

H

W

W

t t

W

W

RI

PR

AP

SL

OP

ERI

PR

AP

SL

OP

E

FI

LL

ET

t

L

L L

t

h

JOINT

LIMITS OF LUMP SUM PAY ITEM

SEE NOTE 7

CU

LV

ER

T

HEI

GH

T

h

th

FLOW LINE

FILTER BLANKET

RI

PR

AP

SH

OW

N

ON

PL

AN

SH

EE

T

TYPE

1

2

3

4

5

6

7

8

h h h h L L L t t t t t W W W

ESTIMATED QUANTITIES

PIPE DIAMETER CULVERT SIZE

TYPE

1

2

3

4

5

6

7

8

WIDTH HEIGHT WIDTH HEIGHT

h

2

h

2

tt

TAILWATER DEPTH SHOULD NOT EXCEED (h + ).

THE BASIN SHOULD BE CONSTRUCTED HORIZONTAL FOR ALL

ENTRANCE PIPE OR CULVERTS WITH SLOPES GREATER THAN

15° (-26% GRADE). FOR THESE STEEPER SLOPES, A HORIZONTAL

SECTION OF AT LEAST FOUR PIPE OR CULVERT WIDTHS LONG

SHOULD BE PROVIDED IMMEDIATLEY UPSTREAM OF THE

DISSIPATOR. IN EVERY CASE, THE PIPE OR CULVERT INVERT

HEIGHT (h ) SHOULD BE MAINTAINED.

WHEN A HYDRAULIC JUMP IS EXPECTED TO FORM IN THE DOWN-

STREAM END OF PIPE AND THE ENTRANCE IS SUBMURGED A VENT

ABOUT ONE-SIXTH THE PIPE DIAMETER SHOULD BE INSTALLED AT

A CONVENIENT LOCATION UPSTREAM FROM THE JUMP.

RIPRAP SHOULD BE PLACED DOWNSTREAM OF THE BASIN FOR A

LENGTH OF AT LEAST FOUR PIPE OR CULVERT WIDTHS. FOR SOIL

TYPES SENSITIVE TO EROSION, RIPRAP LENGTHS SHOULD BE

THE CONCRETE QUANTITIES WILL BE REDUCED BY THE AMOUNT OF

CONCRETE THE PIPE OR BOX CULVERT DISPLACES. REINFORCING

STEEL WILL BE CUT TO FIT PIPE OR BOX CULVERT ENTRANCE.

EXCEPT AS NOTED. *

THE BASINS WILL BE PAID FOR PER EACH STANDARD BASIN

COMPLETE IN PLACE AS SHOWN ON THE DRAWINGS.

THE QUANTITIES SHOWN ARE FOR ESTIMATION PURPOSES ONLY.

3

2

3

11

5 4

4

3

1

2

1 2

4

1

1

2

3

h3

t3

t5

t2t5

h4

h3

h3

2

5

1

3

h

3

t4

1 2 3 4 1 2 1 2 3 4 5 1 2

PLAN


3

38

59

85

130

160

200

300

380

4 - 7

6 - 2

6 - 11

8 - 5

9 - 2

10 - 0

12 - 3

14 - 7

2 - 3

3 - 0

4 - 2

3 - 6

4 - 6

5 - 0

6 - 0

7 - 1

1 - 0

1 - 4

1 - 10

2 - 0

2 - 2

2 - 8

3 - 2

2 - 6

3 - 4

3 - 9

4 - 7

5 - 0

5 - 5

6 - 8

7 - 11

8 - 0

10 - 9

14 - 9

16 - 0

17 - 5

21 - 4

25 - 5

3 - 5

4 - 7

5 - 2

6 - 10

7 - 5

9 - 1

10 - 10 14 - 7

12 - 3

10 - 0

9 - 2

8 - 5

6 - 11

6 - 2

4 - 7 0 - 8

0 - 8

0 - 8

0 - 8

0 - 8

0 - 8

0 - 9

0 - 10 1 - 2

1 - 0

0 - 11

0 - 10

0 - 9

0 - 8

0 - 8

0 - 8 0 - 8

0 - 8

0 - 8

0 - 9

0 - 10

0 - 10

1 - 0

1 - 1

0 - 8

0 - 8

0 - 8

0 - 9

0 - 10

1 - 0

1 - 1

0 - 4

0 - 4

0 - 4

0 - 4

0 - 4

0 - 4

0 - 6

0 - 7 19 - 0

16 - 0

13 - 0

12 - 0

11 - 0

9 - 0

8 - 0

6 - 0 0 - 6

0 - 7

0 - 8

0 - 10

0 - 11

1 - 0

1 - 3

1 - 5

2 - 4

2 - 8

2 - 10

3 - 2

3 - 5

3 - 8

4 - 4

4 - 11

6.3

10.2

12.6

18.9

24.4

31.1

52.9

81.6 7153

5030

3430

2880

2494

1776

1440

939

8"

2'-6"

4" WEEP HOLE

8"

6"

8"

2'-6"

3" FILLET

Scale: …" = 1'-0"

1•:1

1•:1

24"

30"

36"

42"

48"

54"

60" 72"

72"

66"

60"

48"

42"

30"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0" 4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

9'-0"

10'-0"

10'-0"

12'-0"

12'-0" 10'-0"

8'-0"

7'-0"

6'-0"

5'-0"

NOTE: The Stuctural Design is Based on a Maximum

Velocity of 24 fps and the Maximum "Q" Shown

of the Left. This Box used for the Structural

Design Only.

0 - 8

6 - 4

12 - 11 - 6

(c.f.s.)

SELECTION OF BOX IS BASED ON Q (c.f.s.) (PIPE OR CULVERT SIZE MAY VARY)

Dimensions In Feet And Inches

4" WEEP HOLE

MAX Q

MIN.

MI

N

MIN MAXMIN MAX

6"

ƒ

Scale: …" = 1'-0"

INCREASED ACCORDINGLY. (PAID FOR AS PER SECTION 610)

SECTION A - A (W/PIPE)

Scale: …" = 1"-0"

PI

PE

DI

A

REINFORCING STEEL WILL BE #4 BARS @ 12" oc

Cu Yds Concrete Lbs Steel Reinf

PI

PE

DI

A

4 PIPE DIA MIN

CONSTRUCTION

DETAIL OF STILLING BASINS

L.V.S.

RONALD TODD 09-14-1994 SB-621 (SHEET 1 OF 3) 453

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

BARS DEE #4

(BOX CULVERTS ONLY)

SIZE AND SPACING

TYPE BARS DQ * BARS DR *

1

2

3

4

5

6

7

8BARS DQ *

BARS DR *

BARS DO

BARS DP

SECTION A - A W/BOX CULVERT SIMILAR

45°

W

A

AFIELD BEND

L

B

B

CL

CU

LV

ER

T

WI

DT

H

BARS DP

BARS DO

BARS DP

BAR DI #4

BARS DQ1 #4

BARS DO

BARS DQ *

BARS TYPE DN #4

BARS TYPE DA #4

BA

RS

DC-1

&

DD-1

BA

RS

DC-2

&

DD-2

L

BARS DR

BARS TYPE DB #4

FOR EACH BASIN TYPE.

SEE SHEET 3 OF 3 FOR THE TOTAL NUMBER OF BARS

NOTE : NOT ALL REINFORCING BARS ARE SHOWN FOR CLARITY,

BARS TYPE DC #4

BARS TYPE DD #4

BARS DQ1 #4

BARS TYPE DN #4

BARS TYPE DB #4

1L

2


PLAN

SECTION A - A (W/PIPE)

SECTION B - B (W/PIPE) SECTION B - B (W/BOX CULVERT)

BARS DEE

(FIELD BEND)

2-BARS DH #4

PI

PE

DI

A

BARS DK #4

BARS DF #4

CU

LV

ER

T

HEI

GH

T

PI

PE

DI

A.

BARS DL #4

(BACK WALL)

BARS DD #4

BARS DS #4BARS DG #4

8"

2'-6"

6"

BARS DB-2 #4

BARS DB-3 #4

BARS DB-1 #4

BARS DM #4

2'-6"

BARS DI-1 #4

8"

BARS DB #4

8"

BARS DE #4

BARS DB-1 #4

BARS DS #4

6"

BARS DK #4

BARS DB-2 #4

BARS DB #4 BARS TYPE DA #4

BARS TYPE DD #4

BARS TYPE DC #4

BARS DQ1 #4

2'-0"

2'-0"

@ 12" O.C.

BARS DD #4

BARS DG #4

BARS DK #4

BARS DL #4

4" WEEP HOLE

BARS DM #4

BARS DF #4

BARS DC #4

BARS DG #4

Scale: •"= 1'-0"

Scale: •"= 1'-0"

Scale: •"= 1'-0"

Scale: …"= 1'-0"

*

BARS DE #4

4 - BARS DL #4

Scale: …"= 1'-0"

BARS DQ #4

2" CLEARANCE

TYPICAL

IN WALL ONLY

SP/W BARS DB & DG

BARS DJ @ 12" OC

#4 @ 12" OC

#4 @ 12" OC

#5 @ 12" OC

#5 @ 12" OC

#5 @ 12" OC

#5 @ 12" OC

#5 @ 12" OC

#6 @ 12" OC

#4 @ 12" OC

#4 @ 12" OC

#5 @ 14" OC

#5 @ 10" OC

#5 @ 9" OC

#5 @ 7" OC

#5 @ 6" OC

#6 @ 6" OC

2" CLEARANCE

TYPICAL

TYPICAL

2" CLEARANCE

(35 dia)

SPLICE

TYPICAL

2" CLEARANCE

@ 12" OC (MAX)

BARS DC & DD #4


L.V.S.Ronald Todd

11-21-94 SB-621 (SHEET 2 OF 3) 454

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

TYPE

1

2

3

4

5

6

7

8

TYPE 4

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 5

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 6

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 7

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 8

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 3

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 2

MARK SIZE "A" "B"

TOTAL

LENGTH

TYPE 1

MARK SIZE "A" "B"

TOTAL

LENGTH

MARK "A" "B" "C" MARK SIZE

TOTAL

LENGTHSIZETOTAL

LENGTH "A" "B" "C" MARK SIZETOTAL

LENGTH "A" "B" "C" "D" "E"

DM

DM

DM

DM

DM

DM

DM

DM

10

13

15

17

19

20

25

29

4

4

4

4

4

4

4

4-7•

5-5‚

5-10

7-5•

8-0•

11-1

9-5•

2-4‚

2-7

3-2‚

3-6•

4-8•

5-8

0-5

0-5

0-5

0-5

0-5

0-5

0-5

0-5

1-4

1-10

2-3

2-6

2-9

3-4

DO

DO

DO

DO

DO

DO

DO

DO

6

8

9

11

12

13

16

19

4

4

4

4

4

4

4

4 1-0•

1-4•

1-6•

2-0•

2-2•

2-8•

3-2•

0-4

0-4

0-4

0-4

0-4

0-4

0-5

0-6

1-4

1-8

1-10

2-3

2-6

2-8

3-4

3-119-7•

8-5•

7-2•

6-5•

5-8•

5-4•

4-8• DR

DR

DR

DR

DR

DR

DR

DR

4

4

4

4

4

4

4

4

5

5

5

5

6

5

4

4 1-0ƒ

1-5

1-7

2-1•

2-3•

2-10

3-4‚

0-8

0-10

0-11

1-1

1-2

1-3

1-6

1-9

2-0

2-2‚

2-5‚

2-10

3-1•

4-6•

9-3•

8-2‚

7-7

6-2• 0-9

1-0

1-1•

1-4•

1-6

1-7•

2-0

2-4•

1-2

1-5

1-6•

1-9•

2-0

2-2•

2-9

3-2•

1-10

2-4

2-6

2-10

3-0

3-2

3-8

4-2

"F"

DS 4 4-114 1-0 3-11

5 4DQ1 1-0

DN4

DN3

DN2

DN1

DQ

DP

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD10

DD9

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

DC10

DC9

25

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DC1

DC

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

28 4 13-0 12-0

13-6 12-6

15-6 14-6

22 4

2 4

42

15-9

428

13-044

4 4

8-74 4

14 4

10-3 1-6 8-9

9-9• 1-6 8-3•2 4

10-4 1-6 8-10

42

9-4 1-6 7-10

1-6 7-4•

8-5 1-6 6-11

1-6 6-5•

7-6 1-6 6-0

7-1 1-6 5-7

6-7 1-6 5-1

6-6 1-6 5-0

2 4

2 4

2 4

2 4

2 4

2 4

2 4

2 4

4

8-9

7-10

7-4•

6-11

6-5•

6-0

8-10

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

5-7

5-1

5-0

31 4

11 4

20 4

4 4

1 4

42

42

2 4

3-8

10-3

12-0

12-3

12-0

32 4

56 4

8 4

16-6

14-7

13-4

22

12 5

16-741

3-0 1-6 1-6

2-7 1-6 1-1

6-7

3 4

41

41

1 4

6-54 3-0 0-5

1-0

DS 4 5-44 1-0 4-2

5 4DQ1 15-1 1-0 13-1

DN4

DN3

DN2

DN1

DQ

DP

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD10

DD9

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

DC10

DC9

26

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DC1

DA

DB5

DB4

DB3

DB2

DA2

DA1

30 4 14-2 13-2

15-0 14-0

17-0 16-0

28 4

2 4

42

44

44

4 4

8-7•4 4

16 4

1-62 4

11-2

42

10-0 1-6 8-6

1-6 8-0•

9-1 1-6 7-7

8-7• 1-6 7-1•

8-2 1-6 6-8

7-8• 1-6 6-2•

7-3 1-6 5-9

7-0 1-6 5-6

2 4

2 4

2 4

2 4

2 4

2 4

2 4

2 4

4

9-5

8-6

7-7

7-1•

6-8

9-8

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

6-2•

5-9

5-6

33 4

12 4

22 4

4 4

1 4

42

42

2 4

3-8

11-1

13-2

13-2

13-2

36 4

58 4

8 4

18-0

17-4

14-4

24

14 5

18-141

3-0 1-6 1-6

2-9 1-6 1-3

7-2

3 4

41

41

1 4

6-104 3-2 0-6

13-11-015-1

DA3 19-0 18-0DA3 17-6 16-62 4 2 4

1-6 2-2

1-6 9-7

DS 4 5-54 1-0 4-5

5 4DQ1 16-3 1-0 14-3

DN4

DN3

DN2

DN1

DQ

DP

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD10

DD9

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

DC10

DC9

31

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DB6

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

34 4 15-4 14-4

15-6

18-6 17-6

26 4

19-8

2 4

42

18-7

428

18-444

4 4

4 4

4 4

8-11

1-6 9-8•2 4

11-1

44

10-9 1-6 9-3

1-6

9-10 1-6 8-4

9-4• 1-6

8-11 1-6 7-5

8-5• 1-6

8-0 1-6 6-6

7-6 1-6 6-0

2 4

2 4

2 4

2 4

2 4

2 4

2 4

4 4

4

10-2

9-8•

9-3

8-9•

8-4

7-5

10-7

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

6-6

6-0

36 4

13 4

24 4

4 4

1 4

42

42

4 4

3-8

12-0

14-4

14-2

14-4

40 4

64 4

8 4

19-6

17-1

15-4

26

18 5

19-741

3-0 1-6 1-6

2-11 1-6 1-5

7-10

3 4

41

41

1 4

7-44 3-5 0-6

14-31-016-3

DA3 20-6 19-62 4

DB5

1-6 2-2

1-6 10-6

1-6 9-5

DC 1-6 9-8

DB1

17-1DB 24 4

DC1 11-82 4

DC 18 12-14

1-6 10-2

1-6 10-7

16-6

DP 32 0-8

1 4DN4 18-6

DN1

DI

DH

DF

DE

DD10

DD9

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

DC10

DC9

37

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DB6

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

40 4 18-8 17-8

32 4

2 4

42

22-8

436

20-444

4 4

4 4

4 4

1-6 12-52 4

13-6

44

1-6

13-0 1-6 11-6

1-6

12-1 1-6 10-7

1-6

11-2 1-6 9-8

1-6 9-2•

10-3 1-6 8-9

2 4

2 4

2 4

2 4

2 4

2 4

2 4

2 4

4

12-5

11-6

10-7

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

9-8

9-2•

8-9

2 4

2 4

2 4

44 4

17 4

42

42

2 4

7-5

7-4

3-8

14-4

4 4

1 4

1 4

3-0

3-4

9-8

1

1 4

17-8430

1-6

17-8

48 4

478

412

3 4

23-24

20-4

DA3 2 4

DB5

DC1 2 4

DC 20 14-54

1-6

1-6

4 8-7

DN3

DN2

DL

DK

DJ

DI1

DG

DD14

1-6 2-2

1-6 1-6

1-6 1-10

DD13

DD12

DD11 8-42 4

DC11

DC12

DC13

DC14 1-6 7-442

8-11 1-6 7-5

9-4• 1-6

9-10 1-6 8-4

2 4

2 4

2 4

DA4 2 4

16-8•

10-9•

8-10•

7-11•

8-3•

1-6 2-2

1-6 8-9

11-1113-11

13-11 11-11

15-10

18-1•

15-6•

13-0•

10-10

10-11

10-5• 8-11•

8-11•

15-10

15-5•

13-3•

11-2•

8-9•

6-11•

7-10•

6-11•

18-10

18-10

20-10

22-10

24-10

23-11•

17-10•

15-8•

11-3•

14-4•

12-11

12-10•

17-10

19-10

21-10

23-10

13-11

13-5•

12-6•

11-7•

10-8•

12-10•

11-11•

11-0•

10-1•

7-10•

16-10

23-11

12-10

23-10

DQ

DS

DQ1

26

5

4

5

4

4

3-11•

17-71-019-7

19-7 1-0 17-7

5-01-06-0

8-10

7-10•

10-1•

11-11•

11-0•

DP 38 0-9

1 4DN4 23-4

DN1

DI

DH

DF

DE

DD10

DD9

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

DC10

DC9

44

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DB6

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

48

38 4

2 4

42

440

44

4 4

4 4

4 4

1-62 4

44

1-6

15-5 1-6

1-6

14-6 1-6 13-0

1-6

13-7 1-6 12-1

1-6

12-8 1-6 11-2

2 4

2 4

2 4

2 4

2 4

2 4

2 4

2 4

4

13-0

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

12-1

11-2

2 4

2 4

2 4

52 4

20 4

42

42

2 4

9-9•

9-4

3-8

4 4

1 4

1 4

3-0

3-7

11-6

1

1 4

434

1-6

56 4

498

48

4 4

27-44

25-4

DA3 2 4

DB5

DC1 2 4

DC 24 4

1-6

1-6

4 9-10

DN3

DN2

DL

DK

DJ

DI1

DG

DD14

1-6 2-2

1-6 1-6

1-6 2-1

DD13

DD12

DD11 2 4

DC11

DC12

DC13

DC14 1-6 9-442

1-6 9-9•

11-9 1-6

1-6

2 4

2 4

2 4

DA4 2 4

16-0•

16-9• 15-3•

15-10•

14-11•

14-0•

13-1•

15-3•

14-4•

13-5•

12-6•

DQ

DS

DQ1

30

7

4

6

4

4

20-91-022-9

22-9 1-0 20-9

5-81-06-8

15-5

12-6•

14-4•

13-5•

DB7 44 13-10

DC15

DC16 1-6 8-942

10-5 1-6 8-112 4

10-3

2 4

2 4

8-11

8-9DD16

DD15

1 4 21-4DN5

21-10

23-0

20-10

24-025-0

27-0 26-0

29-0

25-5•

20-5

18-3

22-7•

28-4

26-10

28-0

16-11 15-5

16-4 14-10

13-11

11-7•

12-2• 10-8•

10-3

11-3•

10-10

14-10

13-11

11-7•

10-8•

10-3

16-10 15-4

20-10

19-8

20-10

28-1

28-0

4-6•

DN3

DN2

DN1

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD8

DD7

DD6

DD5

DD4

DD3

DD2

DD1

21

DC8

DC7

DC6

DC5

DC4

DC3

DC2

DC1

DC

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

24 4 11-0 10-0

18 4

2 4

42

13-1

424

10-944

4 4

6-44 4

12 4

8-7 1-6 7-1

8-1• 1-6 7-7•2 4

8-9 1-6 7-3

42

7-8 1-6 6-2

1-6 5-8•

6-9 1-6 5-3

1-6 4-9•

5-10 1-6 4-4

5-7 1-6 4-1

2 4

2 4

2 4

2 4

2 4

2 4

4

7-1

6-2

5-8•

5-3

4-9•

4-4

7-3

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

4-1

26 4

9 4

18 4

4 4

1 4

42

3-8

8-8

10-0

10-6

10-0

28 4

48 4

8 4

11-6

41

3-0 1-6 1-6

2-5 1-6 0-11

5-5

2 4

41

41

13-11

6-7•

1-6 2-2

1-6 7-2

DS 4 4-44 1-0 3-4

3 4DQ1 1-0

DN3

DN2

DN1

DQ

DP

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD7

DD6

DD5

DD4

DD3

DD2

DD1

19

DC7

DC6

DC5

DC4

DC3

DC2

DC1

DC

DB

DA

DB4

DB3

DB2

DB1

DA2

DA1

22 4 10-0 9-0

11-6 10-6

13-6 12-6

16 4

2 4

42

11-9

420

44

4 4

6-3•4 4

12 4

7-7 1-6 6-1

7-1 1-6 5-72 4

8-0 1-6 6-6

42

6-8 1-6 5-2

1-6 4-8•

5-9 1-6 4-3

1-6 3-9

5-2 1-6 3-8

2 4

2 4

2 4

2 4

2 4

4

6-1

5-2

4-8•

4-3

3-9

3-8

6-6

2 4

DD

42

2 4

2 4

2 4

2 4

2 4

24 4

8 4

16 4

4 4

1 4

3-8

7-11

9-0

9-8

9-0

24 4

42 4

8 4

12-6

10-6

16

8 4

12-741

3-0 1-6 1-6

2-4 1-6 0-10

4-10

2 4

41

41

5-04 2-4 0-4

1-0

5-7

1-6 2-2

1-6 6-5

10-11

10-11

11-10

DS 4 4-04 1-0 3-0

3 4DQ1 1-0

DN3

DN2

DN1

DQ

DP

DL

DK

DJ

DI

DH

DG

DF

DI1

DE

DD6

DD5

DD4

DD3

DD2

DD1

13

DC6

DC5

DC4

DC3

DC2

DC1

DC

DA

DB3

DB2

DB1

DA2

DA1

16 4 8-0 7-0

8-10 7-10

9-10

2 4

42

420

6-8•44

4 4

8 4

6-4 1-6 4-10

5-11 1-6 4-52 4

6-5 1-6 4-11

42

5-5• 1-6

1-6 3-6

4-6• 1-6 3-0•

1-6 2-10

2 4

2 4

2 4

2 4

4

4-10

3-6

3-0•

2-10

4-11

2 4

DD

42

2 4

2 4

2 4

2 4

19 4

6 4

12 4

4 4

1 4

3-8

6-4

7-0

7-8

7-0

16 4

32 4

8 4

9-10

8-6

12

6 4

9-1141

3-0 1-6 1-6

2-3 1-6 0-9

3-8

2 4

41

41

4-04 1-10 0-4

1-0

9-012 4

4-5

1-6 2-2

1-6 4-10

DS 4 4-64 1-0 3-6

3 4DQ1 1-0

DQ

DP 18

8 5

5-84 2-8 0-4

1-0

11-11 9-11

9-11

13-2

13-10

11-11

13-11

6-3•

7-2•

8-6

13-1014-10

12-10 11-10

10-10

DB

9-7•

4-6

5-0

4-4

3-11•

9-2

8-11 6-11

8-11 6-11

4

6-10‚

3-10•

1-10•

1-8

1-10•

6-10•

1-11‚

10-1•

10-10

12-10ƒ 3-10ƒ

14-9ƒ

1'-0"

"C"

0.0

"C"

0.0

"B"

"A"

"C"

"A"

1'-0"

"B"

"C"

"E" "B" "F" "D"

1'-0"

"E"

"F"

0.0

"C"

"A"

"A"

"B"

"A"

BARS DC BARS DJ

BARS DE BARS DK

BARS DF BARS DS

"A"

"A"

BARS TYPE DABARS TYPE DQ

BARS DRBARS DO

BARS DM

"B"

"A"

BARS DP

3-11•

12-6

10-11

8-5•

6-2•

5-3

8-11

8-11

9-6•

10-3•

8-0•

7-10•

1'-0"

4-0

"B"

"A"

1-7ƒ

4

22-0

12-11

0.0

No No No No No No No No

No No No


SB-621 (SHEET 3 OF 3) 45507-14-89

L.V.S.

RONALD TODD

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

DETAIL OF TYPE "B" OUTLET

INLET/JUNCTION BOX

RODENT SCREEN

SLOPE

VA

RI

ES

DETAIL OF STUBOUT TRENCH

SHOULDER

PAVED

12"

90° ELBOW

"A"

SECTIONS IN PLAN ASSEMBLY

AND DEPTH, SEE TYPICAL

FOR EXACT PLACEMENT

"A" RODENT SCREEN

(INLET/JUNCTION BOX - TYPE 'B')

CONCRETE SLOPE PAVED HEADWALL - TYPE 'A'

SILTATION BLOCKAGE

ABOVE DITCH F TO PREVENT

DESIRABLE - OUTLET F ELEVATED

SPECIAL UNDERDRAIN OUTLETS TYPES A & B

USING FABRIC LINED AGGREGATE FILLED UNDERDRAIN

V

ARI

ES

TR

EN

CH

SECTION "A - A"

SLOPE

SECTION "B-B"

RODENT SCREEN

SHOULDER

PAVED

90° ELBOW

"A"

SECTIONS IN PLAN ASSEMBLY

AND DEPTH, SEE TYPICAL

FOR EXACT PLACEMENT

"A" RODENT SCREEN

(INLET/JUNCTION BOX - TYPE 'B')

CONCRETE SLOPE PAVED HEADWALL - TYPE 'A'

V

ARI

ES

TR

EN

CH

SECTION "A - A"

BACKFILL

ELBOW90°

FITTINGSTD OUTLET

MAT

PREFABRICATED DRAINAGE

"B"

"B"

DETAIL OF SLOPE PAVED HEADWALL

(TYPE 'A' OUTLET)

DETAIL OF RODENT SCREEN

90° ELBOW

(SEE DET)

TRENCH

STUBOUT

MAT UNDERDRAIN

PREFAB DRAINAGE

SPECIAL UNDERDRAIN OUTLETS TYPES A & B

USING PREFABRICATED DRAINAGE MAT UNDERDRAIN

L

L

L

SILTATION BLOCKAGE

ABOVE DITCH F TO PREVENT

DESIRABLE - OUTLET F ELEVATEDL

GENERAL NOTES

UNDERDRAIN PIPE

4" NON-PERFORATED

4"

6"

4"

1'-6"

3'-0"

UNDERDRAIN PIPE

4" NON-PERFORATED


10'-0" - 4"

UNDERDRAIN PIPE

4" NON-PERFORATED

UNDERDRAIN PIPE

4" NON-PERFORATED

3 - SIDES

SOLID SOD - 16" WIDE3'-0"

SLOPE 4%

SLOPE 4%

UNDERDRAIN OUTLET, TYPE A or B, PER EACH, 605-B.

3.SPECIAL UNDERDRAIN OUTLETS TO BE PAID FOR UNDER, SPECIAL

DRAINAGE STRUCTURE, INLET, JUNCTION BOX, ETC.

INTERVALS OR LOW POINT OF SAG VERTICAL CURVE OR CONVENIENT

2.SPECIAL UNDERDRAIN OUTLETS SHALL BE PLACED AT 800 FOOT

OR PREFABRICATED MAT UNLESS OTHERWISE SPECIFIED.

1.PAVEMENT EDGE DRAINS MAY BE EITHER AGGREGATE FILLED

2'(FT)

BIT CAP

NEW BITUMINOUS PAVEMENT

LIMITS UNDERDRAIN OUTLETS, TYPE A & B

NEW BITMINOUS PAVEMENT

LIMITS UNDERDRAIN OUTLETS, TYPE A & B

TRENCH

UNDERDRAIN

3•" MIN /5" MAX

BITUMINOUS CAP

FILLED UNDERDRAIN

FABRIC LINED AGGREGATE

FILLED UNDERDRAIN

FABRIC LINED AGG

4" PERFORATED UNDERDRAIN PIPE

OR PERFORATED END CAP

WIRE - MESH 3 x 3 (.270") 16 GA (.063" )

AGGREGATE SCREEN - HEAVY HOT GALVANIZED STEEL

NOT REQUIRED IN VERTICAL SAGS.

DIVERT WATER INTO OUTLET.

RETAINED AT 800 FT INTERVALS TO

EXISTING ROADBED MATERIAL TO BE

8" MIN

TRENCH

EXCAVATED FROM

BACKFILL WITH MATERIALS

UNDERDRAIN PIPE

NON-PERFORATED

4" INSIDE DIA

REMOVE SCREEN AND INSERT SCREEN 4" TO 6" INTO OUTLET PIPE.

3" INSIDE DIA PIPE INTO 4" INSIDE DIA PIPE UNTIL WIRE CLOTH IS FORMED.

PLACE 3" INSIDE DIA PIPE ON WIRE CLOTH, CENTERED FOR FORMING. PRESS

SUGGESTED FABRICATION: PLACE 5" x 7" WIRE CLOTH ON 4" INSIDE DIA PIPE.

REQUIRED IN VERTICAL SAGS.

DIVERT WATER IN TO OUTLET.NOT

RETAINED AT 800 FT INTERVALS TO

EXISTING ROADBED MATERIAL TO BE

2'(FT)

1'

MI

N

0.063" WIRE OR EQUAL

3 x 3 GALVANIZED HARDWARE CLOTH

DI

A

IN

SI

DE

PI

PE

90°

200°

CENTER TO CENTER

"C"

"C"

FABRIC

OF PERFORATIONS

ALLOWABLE AREAS

SECTION "C - C"

‚" HOLES @ 3" +/- ‚"

4" PIPE

BITUMINOUS CAP & PAVED SHOULDER

PAVED SHOULDER

BITUMINOUS CAP &

BITUMINOUS CAP &

PAVED SHOULDER

FABRIC

FABRIC

PAVEMENT EDGE DRAINS

OUTLETS TYPES A AND B FOR USE AS

DETAIL OF SPECIAL UNDERDRAIN

by J.F.T.

areas of perforations on 08-02-13

Added SECTION "C-C" to show allowable2.

by J.F.T.


L.V.S.

12-12-89 SUO-605-AB 459

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

VALLEY

3'-0"

2'-0"

DRAINAGE-PLANE MATERIAL

SELECT SOIL SUBBASE

TRAVEL WAY

2'-0"

1'-0"CONCRETE HEADWALL

1'

MI

N.

TYPICAL SECTION

SIDE VIEW END VIEW

GENERAL NOTES

REQ'D: 10'-0" SHOULDER

8'-0" PAVED

6'-0"

10'-0"

WITH WIRE (OR PERFORATED CAP)

•" HARDWARE CLOTH TIED4"

4"

3" DRAINAGE PLANE MATERIAL

15"

4" PERFORATED UNDERDRAIN PIPE

3"

15"

2"12"

BITUMINOUS WEARING LAYER

BITUMINOUS BINDER LAYERBITUMINOUS BASE

SOIL AGGREGATE BASE

LIMITS OF UNDERDRAIN OUTLET, TYPE C

EACH.

4. SPECIAL UNDERDRAIN OUTLETS SHALL BE PAID FOR UNDER-SPECIAL UNDERDRAIN OUTLET, TYPE C, 605-B,

OMITTED AND THE OUTLET PIPE CONNECTED AND GROUTED THROUGH THE EXISTING FLUME.

3. IF UNDERDRAIN PIPE INTERCEPTS ANY EXISTING PAVED FLUME, CONCRETE HEADWALL MAY BE

AND AT EACH SAG VERTICAL CURVE ALONG THE PROJECT.

2. SPECIAL UNDERDRAIN OUTLETS WILL BE REQUIRED EVERY 300 FT ON EACH SIDE OF THE ROADWAY

ADAPTED FOR STEEPER SLOPES USING THE SAME DIMENSIONS SPECIFIED ON THIS DRAWING.

1. THIS DRAWING DETAILS SLOPE PAVED OUTLET HEADWALLS FOR A 6:1 SLOPE. IT MAY BE

UNDERDRAIN OUTLET, TYPE C

DETAIL OF SPECIAL

by J.F.T.


L.V.S.

04-15-82 SUO-605-B 460

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS







--SPECIFICATIONS--

Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

alabama department of transportation...grate rebar cross section view 6" c.c. 1" wood cap...

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