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
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--
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
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--
(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
TIGHTENER OR TURNBUCKLE
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
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--
(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
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
TIGHTENER OR TURNBUCKLE
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
MIN 4.78 mm TENSION WIRE
MIN 4.78 mm TENSION WIRE
TRUSS ROD 10 mm AND
MIN 4.78 mm TENSION WIRE
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
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--
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
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--
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
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--
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
CORNER POST ASSEMBLY
BRACE
BRACE POSTCORNER POST
CONCRETE
BRACE POST
CONCRETE
WIRE
CORNER POST ASSEMBLY
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
150 x 150 SAWED POST IN PLACE OF ROUND WITH 125
100 x 100 SAWED POST IN PLACE OF ROUND WITH 100
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
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--
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.
BRASS OR ALUMINUM CASTING
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 EXAMPLE OF COMPLETED
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
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--
SECTION "BB"105
GROUND LINE
NO
RU
BBI
NG
BE
YO
ND
THI
S
POI
NT
"B""B"
75
BRASS OR ALUMINUM CASTING
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
TYPICAL EXAMPLE OF COMPLETED
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
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--