alabama department of transportationalletting.dot.state.al.us/docs/standard_drawings/2016...

HEXHEAD BOLT

300

38

CONCRETE

115

75

150

250

CL

R.O.W. FENCE

U-BOLTS

NECESSARY NUTS AND BOLTS SHALL

BE INCLUDED IN UNIT PRICE BID

FOR MINOR STRUCTURE CONCRETE/

150 100115

280

75 mm O.D. GALVANIZED PIPE

850 915 915 850

300

ANCHOR BOLT

CONCRETE CONCRETE

100115 115100

U-BOLT

ANCHOR BOLT

ROAD SURFACE

300

250

M20 W/NUT

W200 x 31

W200 X 31

LONGITUDINAL SECTION

PLAN SECTION

STRINGER DETAIL

CROSS SECTION

250

250

W200 X 31

NOTE: STEEL, PIPE, WIDE FLANGE BEAM AND

CATTLE GUARD. (1.95 m )3

W200 X 31

U-BOLT

#13 BARS

PIPE @ 150 O.C.

10 - 75 O.D. GALVANIZED

75 mm O.D. GALVANIZED PIPES

75 mm O.D. GALVANIZED PIPE

38 mm CLEAR

38 mm CLEAR

#13 BARS @ 450 mm CENTERS

150 mm LONG

#13 BARS ON APPROXIMATELY 450 mm CENTERS

10 mm 0 U-BOLT FOR 75 mm 0 PIPE

1.8

m

3.6 m

CATTLE GUARD

1.2

m

1.2

m

3.6 m

1.2

m

1.8 m

DETAIL OF CATTLE GUARD

05-05-77 CG-501-1 201

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

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

NOTE:ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

--SPECIFICATIONS--

REQ'D END POST

REQUIRED LENGTH AS SHOWN ON PLANS

150

150

150

NORMAL RIGHT OF WAY FENCE

75

A

A

(OUTLET END)

150

150

300

GENERAL NOTES

1.

300 300

REQUIRED BARBED WIPE

650

150

+-

FLOWS

ESTIMATED QUANTITIES

ITEM UNIT

MINOR STRUCTURE

STEEL REINF kg

STANDARD DWG)

(SEE APPROPRIATE

150

2.

900

R

m

QUANTITY/METER

0.583

PLAN VIEW

ELEVATION

SECTION A-A

44

REQ'D #30 STEEL REINF BARS PLACED ON 300 mm CENTERS.

STEEL REINF BARS

REQUIRED 3 - #13

600 mm MIN TOEWALL

600 mm MIN TOEWALL

1.8 m MAX

1.8

m

IN UNIT PRICE BID FOR WIRE FENCE.

FORMED. COST OF REQ'D BARBED WIRE & EYE BOLTS TO BE INCLUDED

EYE. THE REQUIRED BOLTS TO BE PLACED AT THE TIME THE END WALLS ARE

M10 x 150 mm GALVANIZED EYE BOLTS WITH AN APPROX 25 mm WELDED

THE REQUIRED BARBED WIRE TO BE TIED TO THE CATTLE GUARD WITH

INCLUDED IN THE QUANTITY PER METER OF STEEL REINFORCEMENT.

THE WEIGHT OF THE REQ'D 152 x 152 - MW18.7 x MW18.7 WIRE MESH IS

(152 x 152 - MW18.7 x MW18.7)

REQ'D WIRE MESH

150 mm \

150 mm \

USED AT STREAM CROSSINGS

DETAIL OF CATTLE GUARD TO BE

04-20-77 CG-501-2 202

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

TAMPERED SOIL

PULL POST

GROUND

TOP OF CONCRETE

SMOOTH FINISH

TOP OF CONC.

SMOOTH FINISH

GROUND

TAMPED EARTH

A A

GROUND LINE

DRILL AND DAP ALL CUTS BEFORE TREATMENT

B B

ENCOUNTERED SHALL BE PLACED IN CONCRETE (CYLINDRICAL).

NOTE: POSTS IN DIPS, SHORT HOLLOWS AND WHERE ROCK IS

SAWED SQUARE ACROSS.

NOTE: BOTTOM AND TOP ENDS OF POSTS SHALL BE

SMOOTH FINISH

A

B

E

100 MIN150

280

250

250

250

300

100 MIN

50

750 6

00

150

150

600

750

600

750

600

150

600

50

750

E

150

250

250

250

300

150

150

1.2

m

(60 METERS APART)

PULL POST ASSEMBLY (AT EACH WIRE PULL)

150 mm OF SOIL

LINE POST IN SHORT DIP SECTIONS

OR END POST

BRACE POST CORNER POSTBRACE POST

LINE POST LINE POST LINE POST LINE POST

LINE POST LINE POST LINE POST LINE POST

LINE POST LINE POST

SCHEDULE FOR WOOD POSTS

DESIRED TENSION

(2 STRANDS) WIRE TWISTED TO

AROUND POST (CYLINDRICAL)

MIN OF 100 mm OF CONCRETE POURED

ALL PULL POST ASSEMBLIES SHALL HAVE A

75 mm DIA 2400 mm LONG (JOB CUT TO EXACT LENGTH REQ'D)

(DIA POST + 200 mm)

CONCRETEDIA POST + 200 mm

(DIA POST + 200 mm )

CONCRETE

POST WHILE CONCRETE IS PLACED

PLACE 150 mm OF SOIL AND TAMP TO HOLD

90 mm x 90 mm MIN SAWED POST IN PLACE OF ROUND WITH 75 mm TOP.

100 mm x 100 mm MIN SAWED POST IN PLACE OR ROUND WITH 100 mm TOP.

TAPERING POST ARE ACCEPTABLE AS ALTERNATE AS FOLLOWS:

SQUARE SAWED POST, PRESSURE TREATED SAME AS ROUND.

POSTS SHALL MEET SAME CONDITIONS DESCRIBED ABOVE.

LIEU OF TREATED POST MENTIONED ABOVE. CEDAR OR LOCUST

UNTREATED RED CEDAR OR LOCUST POSTS MAY BE USED IN

NOTES

75 MIN

10 mm x 100 mm DOWELS (PLAIN RAIL STEEL REINF BARS)

75 MIN

100

100

100

100

100

100

4 mm DIA GALVANIZED STAPLES, MIN LENGTH 38 mm LONG

NOTE: STAPLE EACH STRAND OF BARBED WIRE TO EVERY POST WITH

1.2

m

2.4 m 3.7 m 3.7 m

1.2

m

3.7 m 3.7 m 2.4 m 3.7 m 3.7 m

1.2

m

100 mm TOP DIAMETER 2.0 m LONG

75 mm TOP DIAMETER 2.0 m LONG

FENCE IN LONG SAG OR DIP SECTION

WIRE FENCE WITH WOOD POSTS

DETAILS OF FOUR STRAND BARBED

12-04-74 F-636 206

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

(IN SOME CASES BRICKED IN

POST SET IN

POST OR CAST IN PLACE FORMS

MAY BE USED WHERE THE SOIL

IS UNSTABLE OR WHERE POST

HOLES ARE BLASTED IN SOLID

ROCK.)

(STEEL WIRE OR VINYL COATED STEEL WIRE)

TIGHTENER OR TURNBUCKLE

BANDS, CLIPS OR

EYEBOLT NOT TO

CONCRETE

POST

AS SHOWN IN THE DETAIL DRAWINGS.

CLEARANCE BETWEEN POST AND BOTTOM OF CONCRETE

NOTE: THE CONTRACTOR SHALL PROVIDE A SUITABLE

DRIVE GATES TO BE PLACED AT LOCATION SHOWN ON PLANS

BRACE POST

SEE DETAILS ABOVE

STANDARD CLAMP

STRETCHER BAR SIZE

SECTION "BB"

CONCRETE

END & CORNER POST

"B""B"

BRACE POSTLINE POST

STRETCHER BARS

SMOOTH FINISH

CONCRETE

WALK GATES

BRACE POST

STRETCHER BARS FOR GATES ARE REQUIRED ON BOTHNOTE:

TIE WIRES

DRIVE GATES

THIS DIMENSION ACCORDING TO

LENGTH OF PLUNGER CATCH

FENCE ARRANGEMENT AT SMALL DRAINS

BARBED

WIRE

TIEWIRE

DETAIL

SEE

RIGHT

METAL RING

EXTRA LENGTH POST SHALL BE USED AT

DRAINS IF NEEDED AS DIRECTED.

FOR SECURING WIRE ACROSS

DRAINS MAY BE SUBMITTED

FOR APPROVAL.

SEE DETAIL

BARBED WIRE

METAL RING

DETAILS OF FENCE TIE TO FILL SLOPE

CONCRETE

SECTION "AA"

STAYSREQ'D

GATE

CONCRETE

CENTER

38

50

200

200

50

200 200 200200

50

63

200 200

900

300

MI

N

200 900

"A"

FILL

SLOPE

900

CONCRETE CONCRETE

"A"

350

GROUT

VA

RI

ES

VA

RI

ES

VA

RI

ES

RO

CK

SOI

L

POST INSTALLATION OVER ROCK

200

POST

900

300 mm SPACING OR OTHER APPROVED ANCHOR.

19 mm (W/BANDS

300 mm O.C.)

75 WALK GATES TO BE PLACED AT

ON 6 m

50

(N

OMI

NA

L

HEI

GH

T)

REQUIRED FOR EACH 3OO m OF FENCE AND AT ALL

SHARP BREAKS IN TERRAIN AND CHANGES IN

DIRECTION OF 10° OR MORE.

NOTE: ONE PULL POST ASSEMBLY AS SHOWN ABOVE WILL BE

IS USED TRUSS ROD OR BRACE

ROD SHALL BE ANCHORED TO

TOP OF POST

13

CONC

2.4 m MIN

2.4 m

NOTE: ALTERNATE SCHEMES

13

WIDE 3 mm DEEP AT EACH

SAWED NOTCH 5 mm - 6 mm

3 m MAX 1.2 m


TRUSS ROD 10 mm AND

METHOD TO VISUALLY ASSURE OBTAINING 50 mm

TRUSS ROD 10 mm AND

3 m MAX 3 m MAX 3 m MAX

19 mm) MINIMUM ANCHOR WITH BANDS NOT EXCEEDING

PR

OVI

DE

D

BY

TH

E I

TE

M

900

mm

TO 3.6

m

AS

@ 300 mm CTRS

WITH PADLOCK EYE

PLUNGER BAR LATCH

OR

LE

SS

1.2

m

FE

NC

E

750

mm

FO

R

OR

OV

ER

1.2

m

FE

NC

E

900

mm

FO

R

300 mm O.C.)

(WITH BANDS

STRETCHER BARS

SIDES OF EACH GATE. STRETCHER BARS (SIZE 5 mm x

4.2 m OR 6.0 m AS NOTED ON PLANS

5 mm x 19 mm MIN

OR

LE

SS

1.2

m

FE

NC

E

750

mm

FO

R

OR

OV

ER

1.2

m

FE

NC

E

900

mm

FO

R

OR

LE

SS

1.2

m

FE

NC

E

750

mm

FO

R

OR

OV

ER

1.2

m

FE

NC

E

900

mm

FO

R

OR

LE

SS

1.2

m

FE

NC

E

750

mm

FO

R

OR

OV

ER

1.2

m

FE

NC

E

900

mm

FO

R

SPACING

EXCEED 300 mm

50 mm MESH CHAIN LINK TYPE WEAVE FABRIC

CALLED FOR ON PLANS

VERTICAL OR 45° WHEN

BARBED WIRE ARMS

BOTH SIDES 5 mm

PADLOCK EYE

FORK LATCH WITH

@ 300 mm CTRS

TIE WIRES

ATTACHED TO FRAME WITH BANDS, CLIPS OR EYEBOLTS

FENCE IT SHALL ALSO BE USED ABOVE GATES AND

NOTE: WHEN BARDED WIRE IS DESIGNATED FOR USE ABOVE

LOCATIONS SHOWN ON PLANS

OR

LE

SS

1.2

m

FE

NC

E

750

mm

FO

R

OR

OV

ER

1.5

m

FE

NC

E

900

mm

FO

R

900

mm

0

mm -

300

mm

0

mm -

900

mm

MA

X

300

mm

MI

N

300

TO FILL SLOPE

WILL VARY ACCORDING

100 mm x 350 mm

CONC 100 mm x

FILL SLOPE)

ACCORDING TO

(LENGTH VARIES

CONDITIONS

TO FIT DRAINAGE

DIRECTED BY ENGINEER

50 mm MIN OR AS

BARBED WIRE SPACED

(13 mm O)

METAL ROD

FABRIC

FASTENED TO

NOTE: ROD TO BE

DEEP IN ROD

NOTCH 3 mm

SECTION ELEVATION

BARBED WIRE STRAND

WHEN 1.2M OR LESS FENCE HEIGHT

WITH/WITHOUT BARBED WIRE)

(900 mm -3600 mm CHAIN LINK,

INDUSTRIAL FENCE

10-25-90 IF-634 210

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

(IN SOME CASES BRICKED IN

POST SET IN

POST OR CAST IN PLACE FORMS

MAY BE USED WHERE THE SOIL

IS UNSTABLE OR WHERE POST

HOLES ARE BLASTED IN SOLID

ROCK.)

(STEEL WIRE OR VINYL COATED STEEL WIRE)


TURNBUCKLE

CORNER POST (SEE NOTE #5)

METAL CAP

BANDS, CLIPS OR

EYEBOLT NOT TO

TURNBUCKLE

CONCRETE

POST

BRACE POSTS (SEE NOTE NUMBER 5)

WALK GATES TO BE PLACED AT

METAL CAP

MIDDLE RAIL

DRIVE GATES TO BE PLACED AT LOCATION SHOWN ON PLANS

METAL CAP

BRACE POST

SEE DETAILS ABOVE

TENSION WIRE

ACCORD TO FILL SLOPE

LENGTH VARIES

STANDARD CLAMP

STRETCHER BAR SIZE

SECTION "BB"

CONCRETE

END & CORNER POST

"B""B"

BRACE POST LINE POST

TURNBUCKLE

TURNBUCKLE

FORK LATCH W/PADLOCK EYE

STRETCHER BARS

METAL

CAP

MIDDLE RAIL

SMOOTH FINISH

CONCRETE

WALK GATES

BRACE POST

STRETCHER BARS FOR GATES ARE REQUIRED ON BOTHNOTE:

TIE WIRES

DRIVE GATES

THIS DIMENSION ACCORDING TO

LENGTH OF PLUNGER CATCH

DIRECTION OF 10° & OR MORE

SHARP BREAKS IN TERRAIN AND CHANGES IN

NOTE: ONE PULL POST ASSEMBLY AS SHOWN WILL BE

TIES @ 300 mm CTRS

ELEVATION

FENCE ARRANGEMENT AT SMALL DRAINS

SECTION

BARBED

WIRE

TIEWIRE

DETAIL

SEE

RIGHT

METAL RING

FABRIC

EXTRA LENGTH POST SHALL BE USED AT

DRAINS IF NEEDED AS DIRECTED.

FOR SECURING WIRE ACROSS

DRAINS MAY BE SUBMITTED

FOR APPROVAL.

SEE DETAIL

BARBED WIRE

METAL RING

TENSION WIRE

DETAILS OF FENCE TIE TO FILL SLOPE

CONCRETE

SECTION "AA"

MIDDLE RAIL

METAL CAP

CONCRETE

38

900

50 200

200

900

50

200

900

200 200 200

900

50

1.8

m

MA

X (

NO

RM

AL

HT)

OR

AS

PR

OVI

DE

D

BY

PA

Y I

TE

M

50

900

63

200 200

900

MI

N

200 900

"A"

2.4 m MIN

FILL

SLOPE

900

CONCRETE CONCRETE

"A"

TENSION WIRE W/TURNBUCKLE REQ'D TOP AND BOTTOM

FABRIC & TENSION WIRE DETAIL

BARBED AND TWISTEDSELVAGES

POST

TENSION

WIRE

TYPICAL FASTENER

AT THE TOP AND BOTTOM

AND INTERMEDIATE BRACE BAYS WHICH WILL BE TIED

AROUND ALL POSTS AT BOTTOM ONLY, EXCEPT CORNER

TENSION WIRE TIE DETAILS

POST ANCHOR

MIN OF 5 LOOPS

METAL CAP

GROUT

VA

RI

ES

VA

RI

ES

VA

RI

ES

RO

CK

SOI

L

POST INSTALLATION OVER ROCK

200

POST

GENERAL NOTES

5.

METAL CAP.

4. ALL TUBULAR POSTS TO HAVE A

3.

ALCLAD 5056-H38 OR EQUAL WITH A WIRE

2. THE TENSION WIRE SHALL BE EITHER

OR ALUMINUM ALLOY.

HOG RINGS SHALL BE GALVANIZED1.

TIES @ 300 mm CTRS, NOT LESSLOCATIONS SHOWN ON PLANS.

50 mm MESH

TIES @ 300 mm CTRS NOT

300 mm SPACING OR OTHER APPROVED ANCHOR.

@ 300 mm CTRS

TIE WIRES @ 300 mm CTRS

SPACING

EXCEED 300 mm

50 mm MESH CHAIN LINK TYPE WEAVE FABRIC

AS SHOWN IN THE DETAIL DRAWING.

CLEARANCE BETWEEN POST AND BOTTOM OF CONCRETE

METHOD TO VISUALLY ASSURE OBTAINING 50 mm

NOTE: THE CONTRACTOR SHALL PROVIDE A SUITABLE

PLUNGER BAR LATCH

NOT LESS THAN 2.5 mm

REQUIRED FOR EACH 150 m OF FENCE AND AT ALL


LESS THAN 2.5 mm

TIES @ 300 mm CENTERS, NOT LESS

THAN 2.5 mm

LINE POSTS (SEE NOTE NUMBER 5) GATE POSTS (SEE NOTE NUMBER 5)

1.2 m

THAN 2.5 mm

900

13 mmROD

13

13FIT DRAINAGE COND

ECTED BY ENGINEER TO

50 mm MIN OR AS DIR-

BARBED WIRE SPACED

NOTCH 3 mm DEEP

2.4 m

FILL SLOPE

WILL VARY ACC TO

2

MIN OR ALUMINUM WIRE OF ALLOY

DIAMETER OF 4.78 mm OR LARGER.

CONC

4.2 m OR 6.0 m AS NOTED ON PLANS

GATE

6.0 m

ON

REQ'D

STAYS

CENTER

WITH PADLOCK EYE

350

MI

N

NOTE: ALTERNATE SCHEMES NOTE:

FASTEN

ROD TO

BARBED WIRE STRAND.

3 mm DEEP AT EACH

5 mm - 6 mm WIDE

SAWED NOTCH

2.1 m TO 3.7 m HIGH FENCE.

IN THE SPECIFICATI0N FOR A

ETC. SHALL BE OF A SIZE SHOWN

CORNER, LINE, BRACE, GATE POST,

AT THE RATE OF 0.2 kg/m

300

0 -

900

0 -

900

MA

X

300

MI

N

3.0 m MAX 3.0 m MAX 3.0 m MAX 3.0 m MAX

BOTH SIDES 5 mm

@ 300 mm O.C.)

x 19 mm (W/BANDS

5 mm x 19 mm MIN

SIDES OF EACH GATE. STRETCHER BARS (SIZE 5 mm x

19 mm) MINIMUM ANCHOR WITH BANDS NOT EXCEEDING

STRETCHER BARS (W/

BANDS @ 300 mm O.C.)

300

mm

x 350 mm

x 100 mm

CONC 100 mm

TO TAUTNESS.

TENSION WIRE SHALL BE TIGHTENED

MINIMUM 4.78 mm

MIN 4.78 mm

MIN 4.78 mm TENSION WIRE MIN 4.78 mm TENSION WIRE

MIN 4.78 mm TENSION WIREMIN 4.78 mm TENSION WIRE

WRAP 3.8 mm WIRE 1 1/2 LOOPS UNDER TENSION

TRUSS ROD 10 mm AND

2.5 mm MIN

4.78 mm TENSION WIRE

MIN 4.78 mm TENSION WIRE

4.78 mm STEEL WIRE GALVANIZED



TRUSS ROD 10 mm AND


FENCE WITH TENSION WIRE

CHAIN LINK INDUSTRIAL

10-25-90 IF-634-TW 211

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

FRONT VIEW SIDE VIEW

FENCE ARRANGEMENT

FENCE ARRANGEMENT

FENCE ARRANGEMENTFENCE ARRANGEMENT

METHOD OF ATTACHING FENCE

TO FILL SLOPES

NOTE: EACH VERTICAL AND HORIZONTAL WIRE

WILL BE WRAPPED AROUND ANGLE BRACE

AND BACK WRAPPED

PLACE TOP OF FENCE POST ASNOTE:

NEAR TOP OF HAND POSTS

ELEVATION AS PRACTICAL.

METAL LINE POST

THE LOCATION OF POST, HEIGHT OF POST AND

CUTTING OF WIRE SHALL BE DETERMINED FOR

EACH CONDITION ENCOUNTERED IN THE FIELD.

NOTE:

ABUTMENT. (NOTE: MAY BE ATTACHED TO

BRIDGE HAVING SPILL THROUGH TYPE

METHOD OF ATTACHING FENCE TO END OF

STRAIGHT WING ABUTMENT IN SAME MANNER)

WOVEN WIRE

TO BE USED AT SMALL DRAINS

LINE POSTS

NORMAL SECTION

NEEDED AS DIRECTED BY

EXTRA LENGTH POSTS WHEN

BARBED

WIRE

OR LONGER FOR CROSSING

LINE POSTS 2.4 m

950

FENCE SHALL NOT BE PLACED AT A GREATER DISTANCE THAN 300 mm INSIDE R.O.W. LINE EXCEPT ATNOTE:

MAJOR DRAINAGE STRUCTURES, WHERE FRONTAGE ROADS ARE PROVIDED OR WHERE OTHER SPECIAL FEATURES

ARE REQUIRED. FENCE SHALL BE PLACED A MINIMUM DISTANCE OF 4.5 m FROM THE INNER EDGE OF PAVEMENT AT

FRONTAGE OR SERVICE ROADS. THE FENCE LINE AS ESTABLISHED IS USUALLY THE DENIAL OF ACCESS LINE.

INTERSTATE NEAR ORIGINAL PROFILE

CROSS ROAD ON HIGH FILL

INTERSTATE UNDER

CLLC

BRI

DGE

FENCE

R.O.W. LINEOPEN END

BRIDGE

INTERSTATE IN CUT

CROSS ROAD NEAR ORIGINAL PROFILE

RIGHT OF WAY LINE

FENCE

UNDERINTERSTATE

LCCL

BRI

DGE

R.O.W.

FENCE ATTACHED

TO ABUTMENT

SPILL THROUGH (OPEN END) OR

STRAIGHT WING ABUTMENT

FENCEFENCE

RIGHT OF WAY LINE

SERVICE ROAD

R.O.W.

DISTANCE VARIES

LCCL

OVERINTERSTATE

FENCE

R.O.W. LINERIGHT OF WAY LINE

FENCE

BRIDGE

CU

LV

ER

T

INTERSTATE

FENCE

RIGHT OF WAY

FENCE

METAL POSTS (END POST SPECIFICATIONS)

LENGTH OF METAL BRACE POST

VARIES ACCORDING TO FILL SLOPE

STANDARD CLAMP

WOVEN WIRE

EACH VERTICAL AND HORIZONTAL WIRE SHALL BE WRAPPED

AROUND BRACE POST AND BACK WRAPPED

NOTE:

WILL VARY ACCORDING TO FILL SLOPE

FILL SLOPE

STANDARD CLAMP

1:2

1:2

CINCH ANCHOR

LC

EN

D

PO

ST

SIDE NEXT TO

EARTH ENBANKMENT

METAL END POST

STD CLAMP

FILL

CULVERT PARAPET

CULVERT

WING

STD

CLAMP

METAL BRACE

POST

1 LINE

BARBED WIRE

WOVEN WIRE

BARBED WIRE

2 LINES

POST

METAL BRACEMETAL END POST

SLOPE

200

900

50

300

900

50 200

300

300

300

300

300

300

900

50

200

750

330

900

50

MEASURED LENGTH OF FENCE

230

70 32

METAL END POST

METAL BRACE

POST

STD CLAMP

CULVERT WING (SIDE NEXT TO EARTH EMBANKMENT)

FILL SLOPE

METAL END POST

WOVEN WIRE

1.2 m NOM

HEIGHT

1 LINE BARBED

WIRE

750

200

900

50

MEASURED LENGTH OF FENCE

2 LINES BARBED WIRE

330

THE ENGINEER.

FENCE

MI

N

1200 mm NOM HT

750

50

CR

OSS R

D

"A""A"

SECTION "AA"

4.8 m

950 mm CONCRETE

200 mm DIA

THREADED STD

1.2 m NOM HT

2.4

m

@ 4.5 kg/m 1.8 m LG

WITH LOW WINGS

FENCE ARRANGEMENT AT CULVERT

WITH HIGH WINGS

FENCE ARRANGEMENT AT CULVERT

1.5

m

4.5 m ±

CONC

CONC

USE DETAIL ACCORDING TO STD DWG FOR POST ALT SELECTED

MIN HT OF POST AT

1.3

m

2.4 m 2.4 m

1.2 m NOM HT

4.5 m ±

CONC

FENCE ARRANGEMENT

AT BRIDGE CULVERTS, LARGE CULVERTS AND PIPES

WITH VERTICAL HEIGHT OF 1.5 m OR GREATER

CROSS ROAD NEAR ORIGINAL PROFILE

INTERSTATE ON FILL

4.5

m

(VARIES

2.4 m MIN)

6 mm 0

TWO UNIT

STANDARD END POST

64 mm x 64 mm x 5 mm ANGLE

230 mm MAX

1.5

m

1.5

m

FENCE ARRANGEMENT DETAILS

W.C.P. 03-25-76 IF-635 215

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

WITH STEEL OR ALUMINUM POSTS

DETAILS OF WOVEN WIRE FENCE

WCP 02-25-76 IF-635-M 216

ADEQUATE FORM.

CORNER POST AND END

POSTS SHALL BE SET

SMOOTH FINISH

GROUND LINE

SMOOTH FINISH

GROUTED WITH CONCRETE.

POSTS FACING HIGHWAY.

CARRIAGE BOLT,

BRACE END

BRACE END

CARRIAGE

BOLT NUT &

LOCK WASHER

BRACE BAND

TOP DOME

SLOPE

2

1SLOPE

2

1

300

BR

AC

E

PO

ST

NOTE: THE DESIGN AND SHAPES OF FITTINGS

SUCH AS BRACE BANDS, BRACE ENDS,

BOLTS, NUTS AND CAPS FOR POSTS

ARE SUGGESTED ONLY, SIMILAR

ENGINEER.

NOTE:

BRACE END

EXTRA BRACE BAND WILL

BE REQUIRED ON CORNER

POSTS.

SLOPE1

2

300

TOP OF CORNER POST OR END POST

"B"

END

POST-

POST

CORNER

BRACE BAND

THIS BRACE REQUIRED

AT CORNERS ONLY

AND LOWER LUG UPWARD.

TOP GATE HINGE LUG SHALL BE INSTALLED DOWNWARD

GATE LOCATIONS WILL BE INDICATED ON PLANS.

NOTE: WELDED JOINTS WILL BE ALLOWED PROVIDED WELD

GATE POSTS

POST BEDDED IN CONCRETE

(SEE CORNER POST DETAIL)

LINE BRACING

PLAN

LINE POST WIRE FENCE

BRACE

CORNER POST LINE POST

WIRE FENCE

4° TO 90°

BRACE

CORNER POST ASSEMBLY CHANGE

OF ALIGNMENT 4° AND OVER

LINE POST

CONC. BRACEEND POST

WIRE FENCE

END POST ASSEMBLY

PLAN

POST ASSEMBLY

PRACTICAL. BREAKS SHALL BE SPREAD OVER VERTICAL CURVES OF

TERRAIN, THEY SHALL BE MADE IN THE LEAST NUMBER OF INTERVALS

CHANGE OF ALIGNMENT

PLANLESS THAN 4°

CORNER POST

FENCE

LINE POSTLINE POST

TIE PANEL FENCE AT APPROXIMATELY

900

50

200

750

IN CONCRETE

900

330

750

330

50

900

200

FENCE ASSEMBLY WITH METAL POSTS

300

WOVEN WIRE

FROM GROUND AND 50 mm FROM WOVEN WIRE.

CONCRETE BASE FOR BRACES

HEAVY TWO-WAY BRACE BAND

OF TERRAIN OR ANGLES IN R.O.W. LINE

AROUND ALL BRACE POSTS)

(FENCE SHALL BE CUT AND WRAPPED

MORE OFTEN.

MAKES IT NECESSARY TO SPACE BRACES

24 POST OF FENCE UNLESS NATURE

USE ONE BRACE ASSEMBLY EVERY

NUT AND LOCK WASHER

NUT AND LOCK WASHER

CARRIAGE BOLT,

CONC BASE

APPROVED BY THE

DESIGNS MAY BE USED IF

"A""A"

SECTION "BB"

CARRIAGE BOLT, NUT AND LOCK WASHER

75

75

75

75

2

1

CONCRETE BASE FOR ALL END POST, CORNER POST,

BY 950 mm LONG FORMED BY POURING CONCRETE AROUND

STEEL POSTS IN PREPARED HOLE 200 mm DIA

BY 950 mm DEEP, USING WALL OF SUCH HOLE AS

EACH 300 mm OF HEIGHT

ONE LINE, TWO STRANDS BARBED WIRE SPACED 50 mm

SUFFICENT LENGTHS TO INSURE A PLEASING APPEARANCE.

"B"

NOTE: WHERE ROCK IS ENCOUNTERED POST HOLES MAY BE DRILLED

NOTE: WIRE SHALL BE PLACED ON SIDE OF

SECTION "AA"

NOTED ON PLANS

DETAILS OF WALK AND DRIVE GATES

NOTE:

APPROX 50 mm LARGER THAN THE DIA OR WIDTH OF POST &

FOR STD PIPE

AND BRACE POSTS, SHALL BE CYLINDRICAL 200 mm DIA

WHERE BREAKS IN PROFILE OF FENCE TOP ARE NECESSARY IN ROUGH

LESS THAN 4°-00'

IS COVERED WITH A HEATED RE-GALVANIZING ALLOY.

OF TRANSPORTATION.

IF APPROVED BY THE ALABAMA DEPARTMENT

METHODS OR DEVICES FOR SPLICING FENCE WIRE

THE CONTRACTOR MAY USE OTHER IMPROVED

TIED TOGETHER AS DIRECTED BY THE ENGINEER.

A MIN OF 300 mm AND THE ENDS SPLICED OR

TW0 (2) SECTIONS OF WIRE SHALL BE LAPPED

WHERE SPLICES REQUIRED IN THE WIRE, THE

HEAVY TWO-WAY

TWO-WAY BRACE BANDS

NOTE: FOR RIGHT ANGLE CORNER BRACE SEE UPPER LEFT OF SHEET.

END POSTS AND FITTINGS

ELEVATION OF CORNER POSTS,

CONNECTING LINE BRACES TO BRACE POSTS

ENLARGEMENT OF BRACE BANDS FOR

METAL POST

CORNER POST SECTION

SHALL BE 200 mm x 330 mm x 750 mm

200 mm x 330 mm x 750 mm CONC BASE

x 750 mm

200 mm x 330 mm

x 750 mm CONC BASE

200 mm x 330 mm

NOTE:

1.5

m

4.2 m ± 0.15 m 4.2 m ± 0.15 m

1.2 m

LENGTH WALK GATE

4.2 m

LENGTH DRIVE GATE

1.5

m

1.2 m NOM HT

OR 6.0 m AS

±

TRUSS ROD

9.5 m 0

TO 3.6 m

3.0 m

TO 3.6 m

3.0 m

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

PULL POST ASSEMBLY

AT GATES WRAP WIRE

AROUND THIS POST

AROUND THIS POST

PULL POST ASSEMBLY

AT GATES WRAP WIRE

SHALL BE INSTALLED

NOTE:

DOWNWARD AND LOWER

TOP HINGE LUG

LUG UPWARD.

WOOD POST

HORIZONTAL

BRACE (E)

WOOD POST

GATES SET TO SWINGAND STAND OPEN

A

B

C

D

E

(ONE END OF BRACE DAPPED TO FIT 100 mm IN NOTCH)

DIRECTION OF STRETCH

WIRE FENCECONCRETE

END POST ASSEMBLY

BRACE POSTS

BRACE BRACE

CORNER POST ASSEMBLY

BRACE POSTS

CONCRETE

BRACES

30° AND OVER

WIRE

CORNER POST

CONCRETE

BRACES

END POST

BRACE POSTS

TAMPED SOIL

WIRE FENCE

LINE POSTLINE POST

CONCRETE

WIRE

LINE POST


BRACE

BRACE POSTCORNER POST

CONCRETE

BRACE POST

CONCRETE

WIRE


TAMPED EARTH

LESS THAN 4°

LINE POST

TAMPED EARTH

WIRE FENCEPLAN

PLAN

POST ASSEMBLY

PLAN

PLAN

WHERE BREAKS IN PROFILE OF FENCE TOP

ARE NECESSARY IN ROUGH TERRAIN, THEY

SHALL BE MADE IN THE LEAST NUMBER

OF INTERVALS PRACTICAL. BREAKS SHALL

BE SPREAD OVER VERTICAL CURVES OF

SUFFICIENT LENGTH TO INSURE A PLEASING

APPEARANCE.

NOTE:

CORNER BRACING WOOD POSTS

USE TWO BRACE PANELS ON EACH SIDE OF CORNER POST AT CORNER ANGLES 30°

OR GREATER AS SHOWN BY CORNER BRACING SKETCH.

USE TWO BRACE PANELS ONLY ON SIDE OF CORNER POST IN DIRECTION OF

USE ONE BRACE POST ONLY SET IN CONCRETE WHEN CHANGE IN ALIGNMENT IS 4°

HORIZONTAL

LINE POST

FENCE IN LONG SAG OR DIP SECTION

WHERE SPLICES ARE REQUIRED IN THE WOVEN FENCE WIRE THE TWO

(2) SECTIONS OF WIRE SHALL BE LAPPED A MINIMUM OF 300 mm

AND THE ENDS SPLICED OR TIED TOGETHER AS DIRECTED BY THE

ENGINEER. THE CONTRACTOR MAY USE OTHER METHODS OR DEVICES FOR

SPLICING FENCE IF APPROVED BY THE ALABAMA DEPARTMENT OF

WIRE SPLICES

LINE POST

PULL POST ASSEMBLY

SAWED ENDS

TAMPED

SOIL

SMOOTH FINISH

200 mm GREATER THAN MAX DIAMETER

END POST CORNER POST AND BRACE POST

NOTE:

ENDS OF POSTS THAT ARE TO BE DRIVEN SHALL BE SHARPENED

BEFORE THEY RECIEVE PRESSURE TREATMENT. THE SMALL ENDS

OF THE POSTS SHALL BE DRIVEN INTO GROUND.

DRIVING WOOD POSTS

SETTING WOOD POSTS

BRACE POSTEND AND CORNER POST

LINE POST IN SHORT DIP SECTION

NOTE: ALL POSTS SHALL BE PEELED OF ALL ROUGH

NOTE:

SMOOTH FINISH

TWO WIRES

TWISTED TAUT

NOTE: WIRE SHALL BE PLACED ON SIDE OF POSTS FACING HIGHWAY.

TWO WIRES

TWISTED TAUT

WOVEN WIRE

DRILL AND DAP ALL CUTS BEFORE TREATMENT

TWO WIRES

TWISTED TAUT

FASTEN TOP AND BOTTOM

STRANDS OF WOVEN WIRE AND

SMOOTH FINISH SMOOTH FINISH

BRACE POST

SAWED ENDS

SAWED ENDS

FOR ON PLANS

DETAIL OF WALK OR DRIVE GATES

C C

100

300

CL

100

450

600

E

TRUSSROD

SET IN

D

75

75

75

900

50

600

300

900

CONCRETE

TAMPED SOIL

PULL POST

450

600

E E

100

100

600

450

B CA

100

±75

300

50

50

75

75

1.

2.

LINE POST

TRANSPORTATION.

{

SCHEDULE FOR WOOD POSTS

NOTE:

50

0

BRACE POST

CHANGE OF ALIGNMENT - 30° OR OVER

CHANGE OF ALIGNMENT - 4° OR LESS

OR LESS. (SEE SKETCHES ABOVE COVERING ALL CHANGES IN ALIGNMENT AND

END POSTS).

DIA POST + 200

BRACE (E)

WALK GATES - 1.2 m

0

KNOTS TRIMMED FLUSH.

BARK AND 80% OF INNER BARK, AND ALL

NOTE: SQUARE SAWED POST, PRESSURE TREATED SAME AS

AT ALL TIMES DIA OF HOLE MUST BE

10 x 100 DOWELS (STEEL)

BARBED WIRE

TWO LINES

ALL POST DIAMETERS SHOWN ABOVE ARE MIN SIZE.

4° TO 29°-59'

CHANGE OF ALIGNMENT - 4° TO 29°-59'

OR LESS

3600

STRETCH WHEN CORNER ANGLE IS 4° TO 29°-59'.

CONC - DIA POST + 200

600 mm CONC

10

OR 6.0 m AS CALLED

0

BACKFILLED AND TAMPED WITH SOIL

TO APPROX DENSITY OF EXISTING SOIL.

WHERE ROCK IS ENCOUNTERED POST

HOLES MAY BE DRILLED APPROX 50 mm

OF POST. HOLES SHALL BE PROPERLY

SHALL BE SET IN 600 mm OF CONCRETE.

300 mm OF TAMPED SOIL

ONE LINE BARBED WIRE

600 mm OF CONC

1.2 m NOM HT

POSTS SET IN 600 mm OF CONCRETE

PULL POST ASSEMBLY SHALL BE PLACED

PANELS OR AS OFTEN AS NEEDED DUE

TO ROUGH TERRAIN AND/OR ANGLES IN

RIGHT-OF-WAY. INSTALL ONE PULL

POST ASSEMBLY AT EACH SIDE OF

GATES. CUT WIRE AND WRAP AROUND

SECOND POST IN PULL ASSEMBLY AT

MANNER AS FOR END POST.

AT ROLL LENGTHS NOT TO EXCEED 22

EACH 22ND PANEL OF FENCE IN SAME

50

+

AS FOLLOWS:

ROUND TAPERING POST ARE ACCEPTABLE AS ALT

mm TOP DIA

mm TOP DIA

mm TOP DIA

200 x 200 SAWED POST IN PLACE OF ROUND WITH 150



EACH LINE OF BARBED WIRE

TO EVERY POST.

LARGER THAN WIDTH OF POST AND

GROUTED WITH CEMENT.

(NORMAL INSTALLATION)

10 mm x 100 mm DOWEL (STEEL)0

150 mm MIN 125 mm MIN 125 mm MIN100 mm MIN

125 mm MIN

100

+ -

50

+ -

+ 200 mm)

(DIA POST

2.4 m 2.4 m4.2 m ± 0.15 m

2.4 m ± 0.10 m

2.4 m

4.2 m ± 0.15 m4.2 m ± 0.15 m

1.05

m

2.55

m

1.5

m

1.275

m

1.5

m

2.4

m

1.275

m

2.55

m

125 mm MIN

2.4

m

1.5

m1.05

m

1.45

m

DRIVE GATES - 4.2 m

150 mm TOP DIA 2.6 m LONG (TWO 25 x 100 NOTCHES)

125 mm TOP DIA 2.6 m LONG (TWO 25 x 100 NOTCHES)

125 mm TOP DIA 2.6 m LONG (ONE 25 x 100 NOTCH)

100 mm TOP DIA 2.4 m LONG

100 mm MIN DIA 2.4 m LONG

3.6 m OR LESS

FENCE WITH WOOD POSTS

DETAILS OF WOVEN WIRE

09-12-74 IF-635-W 217

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

R.O.W.

R.O.W.

S

E

COR

SW 1/4, NW ‚ SEC 20

T6S

R6E

45.0 m 16.5 m

FACE SHALL BE AS

SHOWN BELOW

TUBING TO BE

PINCHED

ON END.

19

R.O.W. R.O.W.

25 25

"A"

13

25

PLACE LAND SURVEY

MARKER HERE

CORNER TO BE "REFERENCED"

PLACE LAND SURVEY

MARKER HERE

6"x 6" CONCRETE POST

o

BRASS OR ALUMINUM CASTING

13

25

3

13

CAST IN ONE PIECE.


DETAILS OF PLACING MARKER

IN CONCRETE POST

3

5

15

6

3

6

TYPICAL EXAMPLE OF COMPLETED

13

"B""B"

75

SECTION "BB"

105

NO

RU

BBIN

G

BE

YO

ND

THIS

POIN

T

GROUND LINE

A

LAB

AM

A D. O. T. SURVEY M

AR

KE

R

"A"

A

LAB

AMA D. O. T. SURVEY

MA

RK

ER

45.0 m

90°

16.5 m

LAND SURVEY MARKER


TYPICAL LOCATION OF LAND SURVEY

MARKERS EXAMPLESEE TOP MARKER

13 mm CHAMFER

150

150

150

45

450

1005 1200

45

38 38

DETAILS OF 150 x 150

5 mm CAPITALS

5 mm CAPITALS

3 mm CAPS

5 mm CAPS

1 mm DEEP

100

3 mm CONVEX SURFACE

5 mm POLISH FINISH TO BE

TAP 13 mm o

13 mm CHAMFER

13 mm BRASS

5 mm NUM.

65

3 mm \

*

*

*

* *

*

DETAILS OF LAND SURVEY MARKER

* *

DETAILS OF RIGHT OF WAY MARKER

RIGHT OF WAY MARKER

PLS/CA

PLS/CA

PLS/CA

SHOWN HERE.

PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA AND THE REQUIREMENTS

8. MONUMENTS SHALL BE SET IN ACCORDANCE WITH THE CURRENT STANDARDS OF

7. LETTERING SHALL FACE THE ROADWAY.

NUMBER SHALL BE STAMPED INTO THE CAP AS SHOWN.

6. THE LAND SURVEYOR'S LICENSE NUMBER OR CERTIFICATE OF AUTHORIZATION

FLUSH WITH THE GROUND.

5. MONUMENTS LOCATED IN URBAN AREAS, LAWNS, DRIVES OR ROADS SHALL BE SET

4. 6 mm CAPITALS ARE ALLOWED.

CORNERS (QUARTER SECTION OR SECTION).

3. CORNERS TO BE REFERENCED SHALL INCLUDE ALL PREVIOUSLY ESTABLISHED

MAY BE EXTENDED FULL DEPTH OF POST.

2. CHAMFER EDGES SHALL BE FOR A MINIMUM DISTANCE OF 450 mm BELOW TOP AND

1. CONTRACTOR SHALL FURNISH AND INSTALL MARKER WITH APPROPRIATE LETTERING.

NOTES:

R

O

W

R

O

W

LONG (4 REQD)

#10 BARS 1110 mm

CONC MARKER POST

(4 REQD)

1110 mm LONG

#10 BARS

75

mm

MIN

150 x 150 CONC POST

SECTION "AA"

DETAILS OF LAND SURVEY MARKER

75 mm LONG STEM

13 mm MIN

SURVEY MARKER DISK

DETAILS OF LAND

75

A D O

T L

R. O. W.

13 mm MIN125

S

E

COR

SW 1/4, NW ‚ SEC 20

T6S

R6E

R O W LINE AND LAND SURVEY CORNERS

REFERENCE OF CARDINAL POINTS OF HIGHWAY

DETAILS OF MONUMENTS TO BE USED FOR

Marker on 03-25-10 by J.F.T.

completed ROW Marker and Land Survey

#7 and #8. Revised Typical Example of

Revised Note #1 and added Notes #5, #6,5.

Added note #4 on 05-24-02 by J.F.T.4.

utside letters on 04-26-02 by J.F.T.

Changed 6 mm capital to 5 mm capital on3.

Survey Marker Plate on 02-03-00 by J.F.T.

Changed 125 mm to 100 mm on the Land2.

Added to CADD 04-05-93 by J. F. T.1.

L.V.S.

04-02-85 M-602 221

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

SECTION "BB"105

GROUND LINE

NO

RU

BBI

NG

BE

YO

ND

THI

S

POI

NT

"B""B"

75


25

"A"

FACE SHALL BE AS

SHOWN BELOW

TUBING TO BE

PINCHED

NOTES

0

0

ON END

PIECE.

CAST IN ONE

FINISH TO BE

5 mm POLISH

SURFACE

3 mm CONVEX

1.2

m

(4 REQ'D)

1110 mm LONG

#10 BARS

PL

EASE

DO NOT DIST

U

RB

PE

RM

ANENT EASEM

E

NT

234+56

P. C.

PL

EASE

DO NOT DIST

U

RB

PE

RM

ANENT EASEM

E

NT

234+56

P. C.

"A"

PERMANENT EASEMENT MARKER PLATE

DETAILS OF FASTENING

PERMANENT EASEMENT MARKER


ALTERNATE METHOD OF ANCHOR SYSTEM

150

150

#10 BARS 1110 mm

150

45

13

450

1.005

m

45 38 38

CONC MARKER POST

150 mm x 150 mm

DETAILS OF

2.5 mm APART.

LINES TO BE SPACED

5 mm CAPITAL LETTER.

13

3

6

100

150 mm x 150 mm CONCRETE POST

13 mm CHAMFER

19

100

13 mm BRASS

*

* *

SHOWN HERE.

PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA AND THE REQUIREMENTS

8. MONUMENTS SHALL BE SET IN ACCORDANCE WITH THE CURRENT STANDARDS OF

7. LETTERING SHALL FACE THE ROADWAY.

SHALL BE STAMPED INTO THE CAP AS SHOWN.

6. THE LAND SURVEYOR'S LICENSE NUMBER OR CERTIFICATE OF AUTHORIZATION

FLUSH WITH THE GROUND.

5. MONUMENTS LOCATED IN URBAN AREAS, LAWNS, DRIVES OR ROADS SHALL BE SET

4. 6 mm CAPITALS ARE ALLOWED.

CORNERS (QUARTER SECTION OR SECTION).

3. CORNERS TO BE REFERENCED SHALL INCLUDE ALL PREVIOUSLY ESTABLISHED

MAY BE EXTENDED FULL DEPTH OF POST.

2. CHAMFER EDGES SHALL BE FOR A MINIMUM DISTANCE OF 450 mm BELOW TOP AND

1. CONTRACTOR SHALL FURNISH AND INSTALL MARKER WITH APPROPRIATE LETTERING.

LONG (4 REQD)

* *

*

SECTION "AA"

A

LA

BAMA D.O.

T

.

PLS/CA XXXXX

PLS/CA XXXXX

75

13 mm MIN

A

LA

BAMA D.O.

T

.

75 mm LONG STEM

13 mm MIN

TAP 13 mm MIN

FOR PERMANENT EASEMENT POINTS

DETAILS OF MONUMENTS TO BE USED

#6, #7 and #8 on 03-25-10 by J.F.T.

Revised Note #1 and added Notes #5,3.

Added note #4 on 05-24-02 by J.F.T.2.

on 02-01-00 by J.F.T.

100 mm & deleted lower description

Changed Plate from 125 mm to1.

L.V.S.

Chris Smith 06-16-97 M-602-E 222

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA






REVISIONS






Bureau Std Engr:


NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE



--SPECIFICATIONS--

alabama department of transportationalletting.dot.state.al.us/docs/standard_drawings/2016...

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