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REVISIONS
04-15-11
07-17-15
01-19-18
07-20-18
DESCRIPTION:
(1) FENCE LINE POSTS AND END POSTS
(3) BASE PLATES
NIZED ACCORDING TO 711.02.
(5) TENSION BARS SHALL BE ‰ INCH X • INCH STEEL GALVA-(5) TENSION BARS
(6) TENSION BANDS AND BRACE BANDS
(8) MALLEABLE OR CAST IRON FITTINGS
(9) TENSION WIRE
(10) FABRIC TIES AND HOG RINGS
(15) FILLET WELDS SHALL CONFORM TO CMS 513.(15) FILLET WELDS
(16) POST SLEEVES
THE PROJECT PLANS.
(18) TRAFFIC MAINTENANCE: MAINTAIN TRAFFIC ACCORDING TO (18) TRAFFIC MAINTENANCE:
(20) EXPANSION SLEEVES:
(23) PROJECT PLANS:
(24) METHOD OF MEASUREMENT:
GENERAL NOTES
(12) ADJUSTABLE TRUSS RODS:
CONSTRUCT IN A MANNER THAT PROVIDES A RIGID, TAUT FENCE
CLOSELY CONFORMING TO THE TOP SURFACE OF THE CONCRETE
INSTALL POSTS AND POST SLEEVES PLUMB.
OUTSIDE DIAMETER GRADE 2 PIPE, 710.03 (TYPE I),
SHALL BE ACCORDING TO AASHTO M181 FOR GRADE 2 POSTS.
(2) FENCE TOP RAILS, BOTTOM RAILS AND LINE RAILS SHALL
BE 1.660 INCH OUTSIDE DIAMETER GRADE 2 PIPE, 710.03
(TYPE I), FY = 50,000 PSI, 1.84 LB/FT. THE PROTECTIVE
COATING SHALL BE ACCORDING TO AASHTO M181 FOR GRADE 2
POSTS.
(2) FENCE TOP RAILS, BOTTOM RAILS AND LINE RAILS
(20) EXPANSION SLEEVES: PROVIDE EXPANSION SLEEVES AT
LEAST 6 INCHES LONG IN FENCE PANELS SPANNING STRUCTURAL
EXPANSION JOINTS. EXPANSION SLEEVES SHALL BE OUTSIDE
TYPE WITH INTERNAL HEAVY SPRING AND GALVANIZED ACCORDING
TO 711.02. THE SLEEVES SHOULD BE CAPABLE OF ACCOMMO-
DATING THE MAXIMUM EXPANSION AND CONTRACTION MOVEMENTS
OF THE STRUCTURE.
THIS ITEM CONSISTS OF FURNISHING AND INSTALLING VANDAL
FENCING ON NEW AND EXISTING CONCRETE BRIDGE RAILINGS.
PARAPET. UNLESS OTHERWISE SPECIFIED IN THE PLANS,
(1) FENCE LINE POSTS AND END POSTS SHALL BE 2.880 INCH
FY = 50,000 PSI, 4.64 LB/FT. THE PROTECTIVE COATING
(3) BASE PLATES SHALL BE ASTM A709 GRADE 36 OR 50 STEEL
GALVANIZED ACCORDING TO 711.02.
(6) TENSION BANDS AND BRACE BANDS SHALL BE „ INCH X
1 INCH GALVANIZED STEEL ASSEMBLED WITH … INCH DIAMETER X
1‚ INCH GALVANIZED BOLTS. ONE TENSION BAND SHALL BE
SUPPLIED FOR EACH FOOT OF FABRIC HEIGHT. BANDS SHALL BE
GALVANIZED ACCORDING TO 711.02.
(7) LINE RAIL CLAMPS OR BOULEVARDS SHALL BE STEEL,
GALVANIZED ACCORDING TO 711.02. THE CLAMPS SHALL BE USED
TO CONNECT LINE RAILS OR TOP RAILS OF CURVED FENCES TO
INTERIOR POSTS. INSTALL USING … INCH DIAMETER X 2• INCH
BOLTS, GALVANIZED ACCORDING TO 711.02.
(7) LINE RAIL CLAMPS OR BOULEVARDS
(8) MALLEABLE OR CAST IRON FITTINGS SHALL BE USED FOR
END POST DOME CAPS, HALF BALL AND LOOP LINE POST CAPS
AND LINE OR TOP RAIL ENDS. ALL FITTINGS SHALL BE
GALVANIZED ACCORDING TO 711.02.
(10) FABRIC TIES AND HOG RINGS SHALL BE 0.148 INCH CORE
DIAMETER GALVANIZED PVC COATED STEEL WIRE AND 0.120 INCH
ANNEALED STAINLESS STEEL WIRE CONFORMING TO ASTM A478
RESPECTIVELY. TO CONNECT THE FABRIC TO THE LINE POSTS,
SUPPLY ONE FABRIC TIE FOR EACH ONE FOOT OF FABRIC HEIGHT.
CONNECT THE FABRIC TO THE TENSION WIRE USING HOG RINGS
2-3 INCHES ON EACH SIDE OF THE POSTS AND AT SPACINGS NOT
TO EXCEED 12 INCHES BETWEEN POSTS. THE PVC COATING
SHALL BE THE SAME AS THAT FOR THE STEEL FABRIC.
TINUOUS ACROSS A STRUCTURAL EXPANSION JOINT, INSTALL
ADJUSTABLE TRUSS RODS IN THE PANEL SECTION ON EACH IM-
MEDIATE SIDE OF THE EXPANSION PANEL. OTHERWISE, INSTALL
TRUSS RODS ONLY AS NECESSARY TO MEET THE REQUIREMENTS
OF THIS DRAWING. ADJUSTABLE TRUSS RODS SHALL BE … INCH
DIAMETER STEEL, GALVANIZED ACCORDING TO 711.02.
(16) POST SLEEVES SHALL BE 3.500 INCH OUTSIDE DIAMETER
PIPE, ASTM A53, 25,000 PSI MINIMUM YIELD STRENGTH, 7.58
LB/FT, GALVANIZED ACCORDING TO 711.02. HEXAGON SOCKET
SET SCREWS SHALL BE SAE 4140 ALLOY STEEL, HEAT TREATED,
WITH FLAT OR OVAL POINT.
(23) PROJECT PLANS: THE DESIGNER SHALL SPECIFY THE TYPE
OF BASE PLATE AND POST SECTION TO BE USED AND PROVIDE
A SCHEMATIC DECK PLAN SHOWING THE FENCE POST SPACING.
(9) TENSION WIRE SHALL BE ALUMINIZED 0.177 INCH DIAMETER
STEEL COIL SPRING WIRE CONFORMING TO AASHTO M181. PLACE
TENSION WIRE AS CLOSE TO THE CONCRETE PARAPET AS PRAC-
TICAL BUT NOT MORE THAN 3 INCHES MAXIMUM. THE MAXIMUM
(13) DOUBLE WRAP FABRIC TIES SHALL BE 0.091 INCH CORE
DIAMETER GALVANIZED PVC COATED STEEL WIRE, 15‚ INCHES
LONG. TO CONNECT THE FABRIC TO THE LINE AND TOP RAILS,
USE DOUBLE WRAP TIES 2-3 INCHES ON EACH SIDE OF THE
POSTS AND AT SPACINGS NOT TO EXCEED 12 INCHES BETWEEN
POSTS. THE PVC COATING SHALL BE THE SAME AS THAT FOR
THE STEEL FABRIC.
(13) DOUBLE WRAP FABRIC TIES
(12) ADJUSTABLE TRUSS RODS: IF THE FENCE FABRIC IS CON-
(14) FABRIC: SHALL CONSIST OF A 1 INCH DIAMOND MESH USING
0.120 INCH DIA. (11 GAGE) WIRE CONFORMING TO ASTM F668
CLASS 2A OR 2B EXCEPT AS NOTED. THE PVC COATING SHALL
BE GRAY IN COLOR CLOSELY APPROACHING FEDERAL STANDARD
NO. 595B-16251 UNLESS OTHERWISE SPECIFIED IN THE PLANS.
SELVAGES SHALL BE KNUCKLED AT BOTH ENDS. HANDLE ALL PVC
COATED FABRIC WITH CARE. IF THE PVC COATING IS DAMAGED,
REPLACE THE DAMAGED PORTION OF THE FABRIC AT NO COST
TO THE DEPARTMENT.
(14) FABRIC:
(17) SHIM PLATES(17) SHIM PLATES SHALL BE MADE FROM ANY MULTI-POLYMER
PLASTIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000
PSI. IN ORDER TO INSTALL POSTS PLUMB, ENDS OF POSTS
AND SLEEVES MAY BE CUT ON A BIAS.
(19) CAULKING COMPOUND SHALL CONFORM TO FEDERAL SPECIFI-
CATION TT-S-00230C TYPE II, CLASS A, ALUMINUM GRAY. WHEN
APPLYING THE CAULK TO THE BASE PLATE, PROVIDE A 1 INCH
OPENING THROUGH THE CAULKING ON LOW SIDE OF BASE PLATE.
(19) CAULKING COMPOUND
(21) CONSTRUCTION PROCEDURE:(21) CONSTRUCTION PROCEDURE:
1. FIELD VERIFY THE PLAN LOCATIONS OF ALL BASE PLATES
AND MARK PARAPETS ACCORDINGLY.
2. MARK AND DRILL HOLES FOR THE • INCH HIGH STRENGTH
3. INSTALL • INCH DIAMETER HIGH STRENGTH THREADED
4. INSTALL POSTS AND BASE PLATES AND SHIM WHERE
REQUIRED.
5. CAULK EDGES OF BASE PLATES, SHIMS AND SLEEVES.
6. COMPLETE INSTALLATION OF FENCE.
(22) SPECIAL DESIGNS ARE REQUIRED FOR RAILINGS WITH 28
DAY CONCRETE STRENGTHS LESS THAN 4000 PSI. A SPECIAL
DESIGN IS ALSO REQUIRED IF THE MIDPOINT OF THE EXPOSED
FENCE HEIGHT IS GREATER THAN 50 FEET ABOVE THE NORMAL
TERRAIN LEVEL.
(22) SPECIAL DESIGNS
(24) METHOD OF MEASUREMENT: THE DEPARTMENT WILL MEA-
SURE THE QUANTITY BY THE FOOT. THE DEPARTMENT WILL
MEASURE ALONG THE BOTTOM OF THE FENCE FROM CENTER TO
CENTER OF END POSTS.
(25) BASIS OF PAYMENT:(25) BASIS OF PAYMENT: THE DEPARTMENT WILL MAKE PAY-
MENT FOR THE COMPLETED AND ACCEPTED QUANTITIES OF
VANDAL FENCE AS FOLLOWS:
ITEM UNIT DESCRIPTION
6 FT STRAIGHT, COATED FABRIC
8 FT STRAIGHT, COATED FABRIC
10 FT CURVED, COATED FABRIC
12 FT CURVED, COATED FABRIC
*:
607 FOOT SPECIAL - VANDAL PROTECTION FENCE *
(4) FASTENERS:
(ASTM A 325) GALVANIZED.
AND WASHERS SHALL BE IN ACCORDANCE WITH C&MS 711.09
(4) FASTENERS: THE ƒ INCH DIA. HIGH STRENGTH BOLTS, NUTS
HARDWARE ACCORDING TO ASTM B 695, CLASS 65.
ASTM F 436 WASHERS. MECHANICALLY GALVANIZE ALL ANCHOR
SHALL BE ASTM A 193, GRADE B7, WITH ASTM A 563 NUTS AND
THE • INCH DIA. THREADED ROD FOR ADHESIVE ANCHORS
STALLATION INSTRUCTIONS PUBLISHED IN THE ICCES REPORT.
INSTALL ANCHORS ACCORDING TO THE MANUFACTURER'S IN-
CAPACITY FOR THIS APPLICATION IN ACCORDANCE WITH AC193.
THE SELECTED MECHANICAL ANCHORAGE PROVIDES SUFFICIENT
AN OHIO REGISTERED PROFESSIONAL ENGINEER ENSURING THAT
THE CONTRACTOR SHALL SUPPLY DOCUMENTATION SEALED BY
WWW.ICC-ES.ORG/EVALUATION REPORTS/INDEX.SHTML
REPORTS FOR ACCEPTABLE PRODUCTS ARE AVAILABLE AT:
CRACKED AND UNCRACKED APPLICATIONS. PUBLISHED ICCES
FOR MECHANICAL ANCHORS IN CONCRETE ELEMENTS", FOR
ACCORDING TO ICCES REPORT AC193, "ACCEPTANCE CRITERIA
OF SHEAR. THE MECHANICAL ANCHORS SHALL BE EVALUATED
SHEET 4 OF 7, CONSISTS OF 7.1 KIPS OF TENSION & 1.4 KIPS
THE TWO ANCHOR HORIZONTAL CONNECTION, AS SHOWN ON
BP-3 HORIZONTAL ANCHORS. THE FACTORED LOADING ON
LIEU OF INTERNALLY THREADED ADHESIVE ANCHORS FOR THE
THE CONTRACTOR MAY SUBSTITUTE MECHANICAL ANCHORS IN
THREADED ANCHORS OR • INCH BOLTS USING A BASE
PLATE OR TEMPLATE.
ANCHORS OR • INCH BOLTS.
LENGTH.
MAY BE CAST-IN-PLACE WITH A MINIMUM 7 INCH EMBEDMENT
FOR INSTALLATIONS IN NEW CONCRETE RAILINGS, THE ANCHORS
MENT DEPTH (H ) FOR ANCHORS SHALL BE 7".
OF THE ICCES REPORTS LISTED ABOVE. THE MINIMUM EMBED-
ER'S INSTALLATION INSTRUCTIONS PUBLISHED IN SECTION 4.3
INSTALL ADHESIVE ANCHORS ACCORDING TO THE MANUFACTUR-
(ICCES REPORT ESR-3187)
HILTI-HY 200-R ADHESIVE ANCHOR SYSTEM
(ICCES REPORT ESR-3051)
WURTH WIT-PE500 EPOXY ADHESIVE ANCHORS
(ICCES REPORT ESR-2508)
SIMPSON STRONG-TIE SET-XP EPOXY ADHESIVE ANCHORS
(ICCES REPORT ESR-2538)
CHEMOFAST C-RE 385 EPOXY ADHESIVE ANCHOR SYSTEM
(ICCES REPORT ESR-2583)
POWERS PE1000+ EPOXY ADHESIVE ANCHOR SYSTEM
SELECT FROM ONE OF THE FOLLOWING APPROVED PRODUCTS:
WWW.ICC-ES.ORG/EVALUATION REPORTS/INDEX.SHTML
REPORTS FOR ACCEPTABLE PRODUCTS ARE AVAILABLE AT:
AND UNCRACKED CONCRETE APPLICATIONS. PUBLISHED ICCES
ADHESIVE ANCHORS IN CONCRETE ELEMENTS", FOR CRACKED
REPORT AC308, "ACCEPTANCE CRITERIA FOR POST-INSTALLED
USE AN ANCHOR ADHESIVE EVALUATED ACCORDING TO ICCES
EF
SAG IN THE WIRE SHALL BE ‚" AFTER TENSIONING.
PEDESTRIAN TRAFFIC.
PRIOR TO OPENING THAT PHASE TO VEHICULAR AND/OR
INSTALL FENCING FOR EACH CONSTRUCTION PHASE
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
1'-6"
5"
3"4"
| POST
1"
8"
8"
(MIN.)
3"
BASE PLATE10•" X 10•" Xƒ"
STRUCTURAL TUBING
TS 4 X 4 X ‰ STRUCTURAL TUBING
TS 4 X 3 X ‚
WIT
H SID
EW
AL
KS
TY
PE C P
OS
TS
FACE OF SBR PARAPET
FACE OF BR PARAPET
BR-2-98.
STANDARD BRIDGE DRAWING
TUBULAR STEEL RAILING FOR
NOTE: RET. = RETIRED STANDARD BRIDGE DRAWING
WITH TYPE A POSTS
BRIDGE DRAWING AR-1-57 (RET.)
ALUMINUM RAILING FOR STANDARD
WITH TYPE 1 POSTS
BRIDGE DRAWING BR-1-65 (RET.)
ALUMINUM RAILING FOR STANDARD
ALUMINUM RAILING.
SEE DETAILS FOR "AR" TYPE
ALUMINUM RAILING VARIES.
CONCRETE
PARAPET
"AR" TYPE
VARIES
DETAILS FOR "BR" TYPE
RAILING.
RAILING VARIES. SEE
"BR" TYPE CONCRETE
LISTED BELOW
VARIES1'-0"
BR-2-67
BR-1-
65
&
BR-2-82
BR-2-98
2'-
0"
1'-10‚
"
1'-6"
42" BR-1
36" BR-1
32" BR-1, BR-1-67
SBR-1-9910"
9"
8•"
8"
42"
BR-1
AN
D S
BR-1-
99
36"
BR-1
32"
BR-1
AN
D B
R-1-
67
3'-
6"
3'-
0"
2'-
8"
8•
"7•
"
4" O.D. TUBE
2†"
‚"
6"
3•" O.D. TUBE
| TUBE
| PARAPET
4" O.D. TUBE
1'-2"
6"
| PARAPET
3"
1'-2"
6"
| PARAPET
1'-0"
4"
1'-8"
1'-6"
8"
10"
1"
2"
6"
| PARAPET
4•" O.D. TUBE
3•" O.D. TUBE
1"
10"
6"
4•" O.D. TUBE
| PARAPET
AR TYPE ALUMINUM RAILING
BR TYPE RAILING
BR TYPE PARAPET DEFLECTOR PARAPETAR TYPE PARAPET
RAILING TYPES
WITH TYPE B POSTS
BRIDGE DRAWING AR-1-57 (RET.)
ALUMINUM RAILING FOR STANDARD
WITH TYPE C POSTS
BRIDGE DRAWING AR-1-57 (RET.)
ALUMINUM RAILING FOR STANDARD
SEE STANDARD BRIDGE DRAWINGS BR-1,
BR-1-67 (RET.) & SBR-1-99. USE STRAIGHT
6'-0" HIGH FENCE AND BASE PLATE BP-5.
SEE STANDARD BRIDGE DRAWINGS BR-2-98, BR-2-82 (RET.),
BR-2-67 (RET.) AND BR-1-65 (RET.). USE CURVED FENCE OR
STRAIGHT 8'-0" HIGH FENCE, AS DETERMINED BY CURB OR
SIDEWALK WIDTH, AND BASE PLATES BP-1 OR BP-3.
SEE STANDARD BRIDGE DRAWING AR-1-57 (RET.).
USE CURVED FENCE OR STRAIGHT 8'-0" HIGH
FENCE, AS DETERMINED BY CURB OR SIDEWALK
WIDTH, AND BASE PLATES BP-1, BP-2, BP-3 OR
BP-4.
4" O.D. TUBE
| PARAPET
AND BR-1-65 (RET.) WITH TYPE 2 POSTS
DRAWING BR-2-82 (RET.), BR-2-67 (RET.)
ALUMINUM RAILING FOR STANDARD BRIDGE
PARAPET FOR STANDARDS C
UR
BS
PO
ST
S
WIT
H 3'-
3"
TH
AN 3'-
3"
OR T
YP
E C
WIT
H C
UR
BS L
ESS
TY
PE
A
& B P
OS
TS
1'-1"
1•"
5"
5"
1•"
7"
8•"
3•"2†"2…"
2ƒ"
4•"
3"
BR-1-65, BR-2-67 AND BR-2-82
BR-2-98
AR-1-57 WITH TPE B POSTS
BR-2-98 RAILING NOT SHOWN.
BR-1-65 RAILINGS NOT SHOWN.
RAIL FOR BR-2-82, BR-2-67 AND
THEN REINSTALLED. TOP ALUMINUM
PRIOR TO FENCE INSTALLATION AND
EXISTING RAILS SHALL BE REMOVED
(MIN.)
DEP
TH (T
YP.)
| PARAPET
BASE PLATE 8•" x 13" x 1"
| RAIL
& POST
| SLEEVE
PARAPET
BR-2-67 AND BR-1-65
BR-2-98, BR-2-82,
TYPE B POSTS
AR-1-57 PARAPET WITH
•" DIA. ANCHORS
REQUIRES A SLEEVE. SEE POST SLEEVE DETAILS ON THIS SHEET.
AND REINSTALLING THE HORIZONTAL RAIL ELEMENTS BP-1
PS-1 AND PS-2 POST SECTIONS. INSTALL FENCE BY REMOVING
BR-1-65 AND AR-1-57 WITH TYPE B POSTS. DO NOT USE WITH
ON STANDARD BRIDGE DRAWING BR-2-98, BR-2-82, BR-2-67,
CONCRETE PARAPETS WITH HORIZONTAL RAIL ELEMENTS AS SHOWN
BP-1 SHALL BE USED WITH PS-3 OR PS-4 POST SECTIONS ON
END VIEW BP-1
8•"
1•"2"2"3"
PLAN BP-1
AND SET SCREWS ARE NOT SHOWN
SHIM POSITIONS ARE SHOWN, POST
IN NEW CONCRETE
FOR OPTIONAL ANCHORAGE
SEE GENERAL NOTES
COMPOUND
CAULKING
IN BASE PLATE
2" DIA. HOLE
& POST
| SLEEVE
| PARAPET2•"
ANCHOR 9" LONG (TYP.)
•" DIA. H.S. THREADED
•" DIA. HOLE FOR
| ANCHORS
REQUIRED (TYP.)
WHEN SHIM IS
SHIM POSITION
10"
1•"2"2"2"2•"
1'-1"
1•"
5"
5"
1•"
& POST
| SLEEVE
IN BASE PLATE
2" DIA. HOLE | PARAPET
PLAN BP-2
AND SET SCREWS ARE NOT SHOWN
SHIM POSITIONS ARE SHOWN, POST
2"
| ANCHORS
REQUIRED (TYP.)
WHEN SHIM IS
SHIM POSITION
ANCHOR 9" LONG (TYP.)
•" DIA. H.S. THREADED
•" DIA. HOLE FOR
2•"
10"
3•"4"2•"
‚"OFFSET
POST
TYPE C
| RAIL,
POST
TYPE A
| RAIL,
IS NOT SHOWN.
FOR AR-1-57 TYPE C RAILING
STALLED. TOP ALUMINUM RAIL
INSTALLATION AND THEN REIN-
BE REMOVED PRIOR TO FENCE
EXISTING ALUMINUM RAIL SHALL
BASE PLATE 10" x 13" x 1"
COMPOUND
CAULKING
7"
(MIN.)
DEP
TH (T
YP.)
| PARAPET
ROADWAY FACE
ROADWAY FACE
END VIEW BP-2
THIS SHEET.
ELEMENTS BP-1 REQUIRES A SLEEVE. SEE POST SLEEVE DETAILS ON
FENCE BY REMOVING AND REINSTALLING THE HORIZONTAL RAIL
POSTS. DO NOT USE WITH PS-1 AND PS-2 POST SECTIONS. INSTALL
ON STANDARD BRIDGE DRAWING AR-1-57 WITH TYPE A AND TYPE C
CONCRETE PARAPETS WITH HORIZONTAL RAIL ELEMENTS AS SHOWN
BP-2 SHALL BE USED WITH PS-3 OR PS-4 POST SECTIONS ON
2"
& POST
| SLEEVE
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
1•"
•"
R=•
"
3•"
ˆ ", „" AND ‚" THICK
1'-0"
6"
3"
3" 3•" O POST SLEEVE
| SLEEVE AND POST
| PARAPET
Š
2"
POST SLEEVE ELEVATION
BASE PLATE SHIMS
POST SLEEVE PLAN
POST AND SET SCREWS NOT SHOWN
| THREADED HOLES FOR ONE,
…" - 20 x …" GALVANIZED
HEXAGON SOCKET SET SCREW,
EACH SIDE. HOLES SHALL BE
DRILLED AND TAPPED BEFORE
ASSEMBLY IS GALVANIZED.
(EACH FACE)
POST AND SET SCREWS NOT SHOWN
ANCHOR BOLT
NECESSARY TO CLEAR
SLOT ONLY WHERE
AND POST
| SLEEVE
PLATE
BASE
11"
3‚"2ƒ"2†"2…"
4•"
3" 3"
1•"
BR-1-65, BR-2-67 AND BR-2-82
BR-2-98
AR-1-57 WITH TPE B POSTS
& POST
| SLEEVE
| RAIL
PLATE
1" BENT BASE
7"
(MIN.)
DEP
TH (T
YP.)
COMPOUND
CAULKING
5"* 9
‚"
10"
FO
R B
R-2-82, B
R-2-67, B
R-1-
65
AN
D 8"
FO
R B
R-2-98
14"
FO
R
AR-1-
57
WIT
H T
YP
E B P
OS
TS
BE REMOVED.
SINGLE RAIL SHALL NOT
EXISTING BOTTOM OR
ROADWAY FACE
8"
1‚" WITH WASHER
•" DIA. H.S. BOLT
BENT PLATE FOR
•" DIA. HOLE IN
•" DIA. ANCHORS
| PARAPET
END VIEW BP-3
ANCHORS.
FOR SUBSTITUTING MECHANICAL
THIS LOCATION. SEE GENERAL NOTES
ANCHOR INSERTS REQUIRED FOR
* - INTERNALLY THREADED ADHESIVE
END VIEW BP-4
SEE POST SLEEVE DETAILS ON SHEET 3 OF 7.
DO NOT REMOVE RAIL ELEMENTS. BP-3 REQUIRES A SLEEVE.
BR-2-82, BR-2-67, BR-1-65 AND AR-1-57 WITH TYPE B POSTS.
ELEMENTS AS SHOWN ON STANDARD BRIDGE DRAWING BR-2-98,
SECTIONS ON CONCRETE PARAPETS WITH HORIZONTAL RAIL
BP-3 SHALL BE USED WITH PS-1, PS-2, PS-3 OR PS-4 POST
SHEET 3 OF 7.
BP-4 REQUIRES A SLEEVE. SEE POST SLEEVE DETAILS ON
WITH TYPE A AND C POSTS. DO NOT REMOVE RAIL ELEMENTS.
ELEMENTS AS SHOWN ON STANDARD BRIDGE DRAWING AR-1-57
SECTIONS ON CONCRETE PARAPETS WITH HORIZONTAL RAIL
BP-4 SHALL BE USED WITH PS-1, PS-2, PS-3 OR PS-4 POST
6"2"3"
1"1'-4"1"11"
6"8•"1•"
PLAN BP-3 PLAN BP-4
SET SCREWS NOT SHOWN
SHIM POSITIONS, POST AND
SET SCREWS NOT SHOWN
SHIM POSITIONS, POST AND
RAILING NOT SHOWN.
AND BOTH FOR BR-2-98
RAILING WITH 2 POSTS
NOTE: TOP RAIL FOR BR-1-65
IN NEW CONCRETE
FOR OPTIONAL ANCHORAGE
SEE GENERAL NOTES
IN BASE PLATE
2" DIA. HOLE
& POST
| SLEEVE
9" LONG (TYP.)
THREADED ANCHOR
FOR •" DIA. H.S.
HOLE IN BASE PLATE
•" x 1•" SLOTTED
THICKNESS
BASE PLATE
PARAPET
FACE OF
11"
1•"
4"
4"
1•"
| PARAPET
BOLTS
INSERTS &
| THREADED
PARAPET
FACE OF
THICKNESS
BASE PLATE
10"
1•"
3•
"3•
"1•
"
& POST
| SLEEVE
IN BASE PLATE
2" DIA. HOLE
IN PARAPET
HOLES
1" DIA.
| PARAPET
8"
2"
(MIN.)
7‚
"6"
1‚"
2•"1•"
L8x4x•
IN PARAPET
1" DIA. HOLE
ROADWAY FACE
REMOVED.
SHALL NOT BE
OR SINGLE RAIL
EXISTING BOTTOM
PLATE
1" BENT BASE
1'-4"
6"4"6"
POST
TYPE C
| RAIL,
POST
TYPE A
| RAIL,
& POST
| SLEEVE
AND 2 WASHERS
LONG W/ HEX NUT
HEAD BOLT 2ƒ"
ƒ" DIA. H.S. HEX
COMPOUND
CAULKING
| PARAPET
‚"OFFSET
IN BENT PLATE AND ANGLE
SHORIZONTALLY SLOTTED HOLES
TWO WASHERS IN •" x 1•"
14•" LONG WITH HEX NUT AND
ƒ" DIA. H.S. HEX HEAD BOLT
6•"
2‚"2"2‚"
1'-4"
1•"
6•
"6•
"1•
"
| PARAPET
PLAN BP-5
IN BASE PLATE
2" DIA. HOLE
& POST
| SLEEVE
REQUIRED (TYP.)
WHEN SHIM IS
SHIM POSITION
ANCHOR 9" LONG (TYP.)
•" DIA. H.S. THREADED
•" DIA. HOLE FOR
& POST
| SLEEVE
END VIEW BP-5
SHEET 3 OF 7.
REQUIRES A SLEEVE. SEE POST SLEEVE DETAILS ON
WITH PS-1, PS-2 AND PS-3 POST SECTIONS. BP-5
BR-1 & SBR-1-99 DEFLECTOR PARAPETS. DO NOT USE
TO EXISTING BR-1-67 PARAPETS AND EXISTING OR NEW
BP-5 SHALL BE USED TO CONNECT PS-4 POST SECTIONS
4"4"
5" 5"
4•" 4•"
4‚" 4‚"
6•"
3‚"1‚"2"
7"
(MIN.)
DEP
TH (T
YP.)
COMPOUND
CAULKING 6•" x 16" x ƒ"
BASE PLATE
| PARAPET
ROADWAY FACE
32" BR-1 & BR-1-67
36" BR-1
42" BR-1
42" SBR-1-99
EMBEDMENT LENGTH
WITH 7" MIN.
•" DIA. ANCHORS
AND SET SCREWS NOT SHOWN
SHIM POSITIONS SHOWN. POST
ST
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
•" X 1•"
SLOTTED HOLE
(TYP.)
IN BASE PLATE
•" X 1•"
SLOTTED
HOLES IN
ANGLE (TYP.)
(MIN.)
*
*
ST
AT
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OF
OHIO
DEP
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TM
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OF T
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
CURB/SIDEWALK > 3'-9"
2'-1" R
1"
X 1" F
AB
RIC
WIDTH > 2'-6"
CURB/SIDEWALK
MAY VARY
CURB/SIDEWALK
SBR-1-99 IS SIMILAR.
NOTE: BR-1 IS SHOWN,
3 7 AND 4 7 .
PLATE DETAILS ON SHEETS
VARIES, REFER TO BASE
ROADWAY FACEOUTSIDE FACE
OPPOSITE SIDES
TACK WELD AT TWO
A SPECIAL FENCE DESIGN MAY BE REQUIRED.
POLE BASE DIMENSION EXCEEDS 16" SQUARE,
DETAILS AND ADDITIONAL INFORMATION. IF
FOR POLE BASE DETAILS, STRUCTURE LIGHTING
TRAFFIC STANDARD CONSTRUCTION DRAWINGS
LIGHT POLE TRANSFORMER BASE. REFER TO
ON OUTSIDE OF POST)
FENCE FABRIC (PLACED
| LIGHT POLE
(8'-0" STRAIGHT FENCE)
1.66" O.D. TOP RAIL
HALF BALL POST CAP
| 2.875" O.D. CURVED POST,
(9'-0" MAX. SPACING)
1.66" O.D. LINE RAIL
3'-
3"
2'-
3‡
"
1'-6"
9‡
"
8'-
9‡
"
3'-
3"
EXISTING ALUMINUM POST
LINE RAIL
BEFORE INSTALLING
KNUCKLE FABRIC
REINFORCEMENT
| 16" X 16" OPENING
1'-5"
1'-8"
1"
1'-8"
1"
(SHOWING CORNER BOLT)
‚" MAX.
COVERREINFORCEMENT
FABRIC
(EXISTING OR NEW)
DEFLECTOR PARAPET
1.66" O.D. BOTTOM RAIL
1" X 1" FABRIC
1.66" O.D. LINE RAIL
| 2.875" O.D. STRAIGHT POST
LOOP CAP
3'-
0"
6'-
0"
3'-
0"
1.66" O.D. TOP RAIL
ANCHORAGE IN NEW CONCRETE.
NOTE: SEE GENERAL NOTES FOR OPTIONAL
1.66" O.D. TOP RAIL
1.66" O.D. LINE RAIL
EXISTING ALUMINUM POST
4'-
0"
8'-
0"
4'-
0"
LOOP CAP
1'-6†"
2'-3„"
8•"
W.P.
EXISTING ALUMINUM POST
3'-
5"
3'-
5"
9'-
11‡
"
1.66" O.D. LINE RAIL
(7'-0" MAX. SPACING)
| 2.875" O.D. CURVED POST
2'-8"R1'-9"
1'-0‡
"
2'-
9‡
"4"
1'-4‚"2'-2…"
1'-5…"9" W.P.MIN.
1'-0"
1'-0"
MIN.
73
(6'-0" STRAIGHT FENCE)
POST SECTION PS-4POST SECTION PS-3
POST SECTION PS-2POST SECTION PS-1
FENCE DETAILS AT TYPICAL LIGHT POLE PILASTERACCESS OPENING AT LIGHT POLE
ACCESS COVER
SECTION A-A
(12'-0" CURVED FENCE)(10'-0" CURVED FENCE)
ROADWAY FACE
(COVER NOT SHOWN)
A
A
73ON SHEET .
POST SLEEVE. SEE DETAIL
1"
X 1" F
AB
RIC
1"
X 1" F
AB
RIC
3 7
ROADWAY SIDE OF PARAPET
| PARAPET
(RAIL(S) NOT SHOWN)
…" DIA. HEX HEAD BOLT WITH
WASHER AND HEX NUT, GALVAN-
IZED ACCORDING TO 711.02.
PLACE AT EACH CORNER AND
TACK WELD HEAD ON OUTSIDE
FACE. (SEE SECTION A-A)
BETWEEN FABRIC AND CONCRETE PARAPET = 1")
NOTE: BEGIN FABRIC AT BASE PLATE. (MAXIMUM GAP
ACCORDING TO 711.02.
PLATE, GALVANIZED
‰" THICK STEEL
HOLE (TYP.)
†" OVERSIZED
LONGER BARS VERTICALLY ON BACK SIDE.
IZED ACCORDING TO 711.02. INSTALL
FABRIC, 2" x ‚" x (20" OR 16") GALVAN-
BAR REINFORCEMENT ON BOTH SIDES OF
DETAIL). PLACE NUT ON OUTSIDE FACE.
HEAD AND NUT (SEE SECTION A-A FOR WELD
VANIZED ACCORDING TO 711.02. TACK WELD
BOLTS WITH WASHER AND HEX NUT, GAL-
8-…" DIA. COUNTERSUNK SLOTTED HEAD
ON SHEET
POST SLEEVE. SEE DETAIL
POST (5'-0" MAX. SPACING)
| 2.875" O.D. STRAIGHT
88°-
22'
3 7
SEE SHEETS 3 7 & 4 7 .
NOTE: FOR BASE PLATE DETAILS,
ON SHEET .
POST SLEEVE. SEE DETAIL
ON SHEET .
POST SLEEVE. SEE DETAIL
TOP RAIL
1.66" O.D.
POST CAP
HALF BALL
76°
(BP-3 SHOWN)
BP-3 OR BP-4 BASE PLATE (BP-3 SHOWN)
BP-3 OR BP-4 BASE PLATE
(BP-1 SHOWN)
BP-1 OR BP-2 BASE PLATE
(5'-0" MAX. SPACING)
BP-5 BASE PLATE
TENSION WIRE
RAILING POSTS DOES NOT OCCUR.
PS-1, PS-2 AND PS-3 WHERE INTERFERENCE WITH TRAFFIC
INSTALL 1.66" O.D. BOTTOM RAIL FOR POST SECTIONS
NOTE:
TENSION WIRE.
SEE SHEET 7 7 FOR LOCATION OF
1" C
L.
MA
X.
ST
AT
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OF
OHIO
DEP
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OF T
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
HALF BALL POST CAP (TYP.)WORK POINT LINE
CLEAR
2" MIN.
@ 12" C/C MAX. (TYP.)
WITH …" x 1‚" BOLTS
„" x 1" TENSION BAND
(TYP.)
WITH …" X 1‚" BOLT
„" X 1" BRACE BAND
WORK POINT LINE
@ 12" C/C MAX. (TYP.)
WITH …" x 1‚" BOLTS
„" x 1" TENSION BAND
(TYP. AT END AND PULL PANELS)
…" DIA. ADJUSTABLE TRUSS ROD
3" MAX.
2" MIN. TYP. FOR FABRIC TIES
CLEAR
2" MIN.
@ 12" C/C MAX. (TYP.)
WITH …" x 1‚" BOLTS
„" x 1" TENSION BAND
CLEAR
2" MIN.
AT EXPANSION JOINT
INSIDE ELEVATION OF FENCE
(PS-2 IS SHOWN, ALL OTHER TYPES ARE SIMILAR)
(PS-1 SHOWN, PS-2 IS SIMILAR)
(PS-3 SHOWN, PS-4 IS SIMILAR)
POSTS.
- TOP RAILS SHALL BE CONTINUOUS OVER TWO OR MORE LINE
(SEE GENERAL NOTES)
EXPANSION SLEEVE
JOINT GAP
EXPANSION
- DETAILS FOR OTHER RAILING TYPES ARE SIMILAR.
„" X 1" BRACE BAND
WITH …" X 1‚"
END POST 2.875" O.D.SEE GENERAL NOTES.
1" DIAMOND MESH FABRIC
MALLEABLE IRON OR CAST IRON
RAIL END FITTING
‰" X •" TENSION BAR
2" MIN.
3" MAX.
TYP. FOR FABRIC TIES
1.66" O.D. LINE RAIL
…" X 2•" BOLTS
BOULEVARD WITH TWO
AT 12" C/C MAX.
FABRIC TIES FOR POSTS
1.66" O.D. TOP RAIL 1'-4‡
"1'-9"
3'-
5"
9'-
11‡
"
LINE POST 2.875" O.D.
TRUSS ROD (TYPICAL AT
…" DIA. ADJUSTABLE
END AND PULL PANEL)
EXISTING RAIL
HOG RINGS @12" C/CTENSION WIRE WITH3
" M
AX.
2" MIN.
ROADWAY FACE OF CONCRETE PARAPET
MALLEABLE IRON OR CAST IRON LOOP CAPHALF BALL POST CAP
EXISTING RAILING POST
(TYP.)
END POST 2.875" O.D.
1" DIAMOND MESH FABRIC
SEE GENERAL NOTES.
1.66" O.D. TOP RAIL
4'-
0"
8'-
0"
AT 12" C/C MAX.
FABRIC TIES FOR POSTS
…" X 2•" BOLTS
BOULEVARD WITH TWO
1.66" O.D. LINE RAIL
LINE POST 2.875" O.D.
RAILS SPACED AT 12" MAX. C/C
DOUBLE WRAP FABRIC TIES FOR
‰" X •" TENSION BAR
EXISTING RAIL
EXISTING RAILING POST
(TYP.)
2" MIN.
1" C
L.
MA
X.
3"
MA
X.
TENSION WIRE WITH
ROADWAY FACE OF CONCRETE PARAPET
4'-
0"
BOLTS (TYP.)
3'-
5"
TOP OF PARAPET
TOP OF PARAPET
INSIDE ELEVATION OF STRAIGHT VANDAL PROTECTION FENCE
INSIDE ELEVATION OF CURVED VANDAL PROTECTION FENCE
NOTES
1.66" O.D. TOP RAIL
TOP OF PARAPET
ROADWAY FACE
TENSION WIRE
ABUTMENT
1.66" O.D. LINE RAIL
(TYP.)
BOULEVARD
SUPERSTRUCTURE
‰" X •" TENSION BAR
SEE GENERAL NOTES.
1" DIAMOND MESH FABRIC
TRUSS ROD
…" DIA. ADJUSTABLE
POST 2.875" O.D.
POST
EXISTING RAILING
RAIL
EXISTING ALUMINUM
AT 12" C/C
TIES FOR RAILS SPACED
DOUBLE WRAP FABRIC
HOG RINGS @ 12" C/C
IRON RAIL END FITTING
MALLEABLE IRON OR CAS PARAPET DEFLECTION CONTROL JOINT.
CONTROL JOINT NOR SHALL BASE PLATES SPAN ACROSS A
NOT BE PLACED CLOSER THAN 8" TO A PARAPET DEFLECTION
- THE CENTERLINE OF THE NEAREST BASE PLATE ANCHOR SHALL
ST
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REVISIONS
07-19-02
03-24-93
02-01-92
04-15-11
07-17-15
01-19-18
07-20-18
FENCE FABRIC
ROADWAY FACE OF PARAPET
A
A
SECTION A-A
| 0.177" DIA. TENSION WIRE
2" (MAX.)
1" (MAX.)
TRAFFIC RAIL
INSIDE RAILING ELEVATION
TENSION WIRETENSION BAND TENSION BAND
RAILING PLAN
TENSION WIRE SPAN (3 POST SPACING MAXIMUM)
TENSION BAND (TYP.) FENCE FABRIC
HOG RING (TYP.)
HOG RINGS SPACED @ 12" C/C
HOG RING (TYP.)
HOG RING
SAG AT THE MIDPOINT OF THE WIRE SHALL BE ‚" AFTER TENSIONING.
WIRE SHALL SPAN A MAXIMUM OF THREE POST SPACINGS. THE MAXIMUM
TO FENCE FABRIC USING HOG RINGS AT 12" MAXIMUM SPACING. TENSION
OF A BOTTOM LINE RAIL, INSTALL TENSION WIRE. CONNECT TENSION WIRE
FOR TRAFFIC RAILINGS THAT WILL NOT PERMIT THE INSTALLATION
NOTE: