TOP RAIL 1†" OUTSIDE DIA.

BD-FD1E
STANDARD PIPE, P.V.C.
c OF POST OR GALVANIZED COATED
FENCE FABRIC, 1" MESH,
…" DIA. U-BOLT WITH 11 GAUGE DIAMETER WIRE,
FLAT WASHERS, SPRING P.V.C. OR ALUMINUM COATED
LOCK WASHERS AND
FENCE FABRIC, 1" MESH,
HEX NUTS.
11 GAUGE DIAMETER WIRE,
TENSION BAR (TYP.) W6X25 STEEL
P.V.C. OR ALUMINUM COATED
2‡" OUTSIDE DIAMETER
BRIDGE RAILING
STANDARD PIPE,
POST

-0" TO TOP OF FABRIC

P.V.C. OR GALVANIZED STEEL BRIDGE
COATED RAILING POST

3"
TYP.
1Š "

(
2 - …" DIA. U-BOLT
WITH WASHERS & NUTS
DAMAGE EXPOSED BOLT
THREADS A.O.B.E.
SECTION A-A (INTERIOR POSTS)
(TYPICAL)
c OF •" DIA.

3"
4'
HOLES FOR …"
SEE DETAIL "A" DIA. U-BOLTS

-9"
(TYP.)

2'
3"

…" DIA. U-BOLT WITH 1‚"vxvv•"vxv4ƒ" LONG

FLAT WASHERS, SPRING GALVANIZED SPACER BAR
A A
4"

LOCK WASHERS AND

HEX NUTS.
TOP OF
W6X25 STEEL
ROADWAY
BRIDGE RAILING
SURFACE
POST

)
DETAIL "A"

TYP.
1Š "
BOTTOM RAIL 1†" OUTSIDE DIAMETER
TYPICAL SECTION STANDARD PIPE, P.V.C. OR

(
GALVANIZED COATED. INSTALL BOTTOM
RAIL AS LOW AS BASE PLATE WILL ALLOW.
SNOW FENCE POST ATTACHMENT
SECTION A-A (END POSTS)
TO TWO-RAIL RAILING ELEVATION ELEVATION
INTERIOR POST vEND POST

SNOW FENCE POST ATTACHMENT

TO TWO-RAIL RAILING

c OF RAILING ANCHORAGE
TOP RAIL 1†" OUTSIDE DIA.
STANDARD PIPE, P.V.C. 7"
FENCE FABRIC, 1" MESH, W6X25 STEEL BRIDGE
c OF POST OR GALVANIZED COATED
11 GAUGE DIAMETER WIRE, RAILING POST
P.V.C. OR ALUMINUM COATED 3‡" 6…" 1ƒ"
1•" NOMINAL 1„" DIA. HOLE
STANDARD PIPE, FOR 1" DIAMETER
9" LONG ANCHOR STUD (TYP.)

2 - …" DIA. U-BOLT B B

2"
"
WITH WASHERS & NUTS
‚" DIA. HOLE

3•
DAMAGE EXPOSED BOLT TENSION BAR
-0" TO TOP OF FABRIC

FOR DRAINAGE
THREADS A.O.B.E. (TYP.)

5"
(TYPICAL)
1'-0"vxv1‚"vxv1'-2" • •

-2"
Š

6„ "
SEE DETAIL "A" BASE p
‰

1'
1" 1"

5"
2‡" OUTSIDE DIAMETER
-6"

STANDARD PIPE,

"
3'

P.V.C. OR GALVANIZED
MODIFIED BASE PLATE ELEVATION

3•

2"
COATED
4'

USE TWO BOLTS AT ALL SPLICE 1‚" THICK p 4" 6" 2"
3"

LOCATIONS EXCEPT EXPANSION JOINTS ‚" DIA. GALVANIZED BOLT,

A A WHERE ONE BOLT SHALL BE USED. WASHER AND NUT (TYPICAL)
4"

TOP OF SIDEWALK 1'-0"

OR ROADWAY
4" 4"
SURFACE RAIL TUBE
SECTION B-B
TYPICAL SECTION MODIFIED BASE PLATE
BOTTOM RAIL 1†" OUTSIDE DIAMETER
SNOW FENCE POST ATTACHMENT
STANDARD PIPE, P.V.C. OR
TO FOUR-RAIL RAILING GALVANIZED COATED. INSTALL BOTTOM
SPLICE
"A"
NUTS TO BE FINGER TIGHT AND
RAIL AS LOW AS BASE PLATE WILL ALLOW.
(FIVE-RAIL SIMILAR) TUBE THE FIRST THREAD BELOW THE
9" MIN. 9" MIN. NUT TO BE DAMAGED A.O.B.E.
ELEVATION ELEVATION
INTERIOR POST vEND POST 1'-6‚" MIN.

SNOW FENCE POST ATTACHMENT

TO FOUR-RAIL RAILING NOTE:
DESIGNER NOTES: "A" = 1/4" EXCEPT FOR EXPANSION JOINT LOCATIONS WHERE THIS DIMENSION
(FIVE-RAIL SIMILAR) SHALL BE SET EQUAL TO THE BRIDGE DECK JOINT OPENING PLUS ‚" MIN.
WHEN SNOW FENCING IS REQUIRED, REPLACE STANDARD RAILING BASE PLATE WITH THE
DETAILS FOR THE MODIFIED BASE PLATE ELEVATION AND SECTION B-B FOUND ON THIS
SHEET. TYPICAL RAIL SPLICE DETAIL
REVISED
Department of Transportation
INDICATE DESIRED FINISH ON FENCING, POSTS, RAILS, BRACES AND FITTINGS. IF P.V.C.
24

COATING IS DESIRED, DENOTE COLOR. Office of Structures

DATE/TIM E = 15-JUL-2016 11:
dgn

SNOW FENCING DETAILS

FILE NAM E = BD-FD1E.

FOR TWO AND FOUR

ERRATA RAIL BRIDGE RAILING
12/17/13 APPROVED: 07/14/16 ORIGINAL ISSUED UNDER EB 08-002
ORIGINAL SIGNED BY
07/14/16
RICHARD MARCHIONE, P.E. CURRENT ISSUED UNDER EB 16-037
DEPUTY CHIEF ENGINEER EFFECTIVE WITH THE
(STRUCTURES) LETTING OF 07/14/16
 TOP RAIL 1†" OUTSIDE DIA. STANDARD
BD-FD2E
c OF POST
PIPE, P.V.C. OR GALVANIZED COATED

FENCE FABRIC, 1" MESH,

…" DIA. U-BOLT WITH 11 GAUGE DIAMETER WIRE,
FENCE FABRIC, 1" MESH, FLAT WASHERS, SPRING P.V.C. OR ALUMINUM COATED
11 GAUGE DIAMETER WIRE, LOCK WASHERS AND
TENSION BAR (TYP.)
P.V.C. OR ALUMINUM COATED HEX NUTS.

2‡" OUTSIDE DIAMETER W6X25 STEEL

-0" TO TOP OF FABRIC

STANDARD PIPE, BRIDGE RAILING
P.V.C. OR GALVANIZED POST
STEEL BRIDGE
COATED RAILING POST

)
TYP.

3"
1Š "
2 - …" DIA. U-BOLT
WITH WASHERS & NUTS

(
DAMAGE EXPOSED BOLT
THREADS A.O.B.E.
(TYPICAL) SECTION A-A (INTERIOR POSTS)

8'
SEE DETAIL "A" c OF •" DIA.

3"
-9"
HOLES FOR …"

2'
DIA. U-BOLTS
3"

(TYP.)
A A …" DIA. U-BOLT WITH 1‚"vxv•"vxv4ƒ" LONG
4"

FLAT WASHERS, SPRING GALVANIZED SPACER BAR

LOCK WASHERS AND
TOP OF
HEX NUTS.
ROADWAY
SURFACE W6X25 STEEL
BRIDGE RAILING
POST
BOTTOM RAIL 1†" OUTSIDE DIAMETER STANDARD PIPE,
TYPICAL SECTION P.V.C. OR GALVANIZED COATED. INSTALL BOTTOM

)
DETAIL "A"

TYP.
1Š "
RAIL AS LOW AS BASE PLATE WILL ALLOW.

(
PEDESTRIAN FENCE POST ATTACHMENT
TO TWO-RAIL RAILING ELEVATION ELEVATION
INTERIOR POST vEND POST SECTION A-A (END POSTS)

PEDESTRIAN FENCE POST ATTACHMENT

TO TWO-RAIL RAILING

FENCE FABRIC, 1" MESH, TOP RAIL 1†" OUTSIDE DIA. STANDARD
c OF POST
11 GAUGE DIAMETER WIRE, PIPE, P.V.C. OR GALVANIZED COATED
P.V.C. OR ALUMINUM COATED W6X25 STEEL BRIDGE
RAILING POST c OF RAILING ANCHORAGE

1•" NOMINAL 7"

STANDARD PIPE,
TENSION BAR (TYP.) 9" LONG 3‡" 6…" 1ƒ"
1„" DIA. HOLE
B B FOR 1" DIAMETER
‚" DIA. HOLE ANCHOR STUD (TYP.)
FOR DRAINAGE

2"
"
-0" TO TOP OF FABRIC

1'-0"vxv1‚"vxv1'-2"

3•
2 - …" DIA. U-BOLT BASE p

5"
WITH WASHERS & NUTS
DAMAGE EXPOSED BOLT TENSION BAR • •
1"

-2"
Š

6„ "
THREADS A.O.B.E. (TYP.) ‰

1'
(TYPICAL)
1"
MODIFIED BASE PLATE ELEVATION

5"
SEE DETAIL "A"

"
2‡" OUTSIDE DIAMETER

3•
8'

2"
-6"

STANDARD PIPE,
3'

P.V.C. OR GALVANIZED
COATED
1‚" THICK p 4" 6" 2"
USE TWO BOLTS AT ALL SPLICE
LOCATIONS EXCEPT EXPANSION JOINTS ‚" DIA. GALVANIZED BOLT,
WHERE ONE BOLT SHALL BE USED. WASHER AND NUT (TYPICAL) 1'-0"
3"

A A 4" 4"
4"

TOP OF SIDEWALK SECTION B-B

RAIL TUBE
OR ROADWAY
SURFACE MODIFIED BASE PLATE

TYPICAL SECTION

BOTTOM RAIL 1†" OUTSIDE DIAMETER STANDARD PIPE, "A"

PEDESTRIAN FENCE POST ATTACHMENT SPLICE NUTS TO BE FINGER TIGHT AND
P.V.C. OR GALVANIZED COATED. INSTALL BOTTOM
TUBE THE FIRST THREAD BELOW THE
TO FOUR-RAIL RAILING RAIL AS LOW AS BASE PLATE WILL ALLOW. 9" MIN. 9" MIN. NUT TO BE DAMAGED A.O.B.E.
(FIVE-RAIL SIMILAR)
ELEVATION ELEVATION 1'-6‚" MIN.

INTERIOR POST vEND POST

DESIGNER NOTES: NOTE:

PEDESTRIAN FENCE POST ATTACHMENT
"A" = 1/4" EXCEPT FOR EXPANSION JOINT LOCATIONS WHERE THIS DIMENSION
WHEN PEDESTRIAN FENCING IS REQUIRED, REPLACE STANDARD RAILING BASE PLATE TO FOUR-RAIL RAILING SHALL BE SET EQUAL TO THE BRIDGE DECK JOINT OPENING PLUS ‚" MIN.
WITH THE DETAILS FOR THE MODIFIED BASE PLATE ELEVATION AND SECTION B-B
(FIVE-RAIL SIMILAR)
FOUND ON THIS SHEET.
TYPICAL RAIL SPLICE DETAIL REVISED
Department of Transportation
INDICATE DESIRED FINISH ON FENCING, POSTS, RAILS, BRACES AND FITTINGS. IF P.V.C.
24

COATING IS DESIRED, DENOTE COLOR. Office of Structures

DATE/TIM E = 15-JUL-2016 11:
dgn

PEDESTRIAN FENCING DETAILS

FILE NAM E = BD-FD2E.

FOR TWO AND FOUR

ERRATA RAIL BRIDGE RAILING
12/17/13 APPROVED: 07/14/16 ORIGINAL ISSUED UNDER EB 08-002
ORIGINAL SIGNED BY
07/14/16
RICHARD MARCHIONE, P.E. CURRENT ISSUED UNDER EB 16-037
DEPUTY CHIEF ENGINEER EFFECTIVE WITH THE
(STRUCTURES) LETTING OF 07/14/16
 9'-0" MAXIMUM SPACING 10'-0" MAXIMUM SPACING
c OF POST c OF POST BD-FD3E
c OF END POST END SECTIONS ONLY INTERIOR SECTIONS

FENCE FABRIC, 1" MESH, FENCE FABRIC, 1" MESH, TOP RAIL 1†" OUTSIDE
11 GAUGE DIAMETER 11 GAUGE DIAMETER DIA. STANDARD PIPE,
WIRE, P.V.C. OR WIRE, P.V.C. OR P.V.C. OR
ALUMINUM COATED ALUMINUM COATED GALVANIZED COATED

-9" MIN. TO TOP OF FABRIC

-5" MIN. TO TOP OF FABRIC
BRACE RAIL 1†" OUTSIDE
DIA. STANDARD PIPE,
LOCATE MIDWAY BETWEEN TOP
AND BOTTOM RAILS, P.V.C. OR
GALVANIZED COATED
2‡" OUTSIDE DIAMETER
STANDARD PIPE,
P.V.C. OR GALVANIZED
2‡" OUTSIDE DIAMETER
COATED
STANDARD PIPE,
P.V.C. OR GALVANIZED

4'
TENSION BAR
COATED

-3" MINIMUM

-3" MINIMUM
(TYP.)

5'
TENSION BAR
A BAND (TYP.)

8'

8'
A
BOTTOM RAIL 1†" OUTSIDE
DIA. STANDARD PIPE,
CONCRETE BARRIER
P.V.C. OR GALVANIZED COATED
…" DIAMETER †" DIAMETER OR PARAPET
c OF INTERMEDIATE POST c OF INTERMEDIATE POST
BOLT AND NUT ANCHOR STUDS

-6"
…" DIAMETER †" DIAMETER
BOLT AND NUT ANCHOR STUDS

3'
-10"
2'

A
TYPICAL ELEVATION OF
TOP OF FENCING ON CONCRETE BARRIERS/PARAPETS
PAVEMENT
A
SIDEWALK

1'-…" USE TWO BOLTS AT ALL SPLICE

LOCATIONS EXCEPT EXPANSION JOINTS ‚" DIA. GALVANIZED BOLT,
C C
WHERE ONE BOLT SHALL BE USED. WASHER AND NUT (TYPICAL)

2‡" DIA. 4" 4"

RAIL TUBE
MAINTAIN SIDEWALK WIDTH 5" PIPE
OPTIONAL CAP STONE

MORTAR LEVELING PAD

FENCING ON
4" EMBEDMENT
SAFETY SHAPE BARRIER
MIN.
"A"
FENCING ON c OF …" DIA. FULLY SPLICE TUBE

VERTICAL FACED PARAPET THREADED ANCHOR STUDS 9" MIN. 9" MIN.
2‡" OUTSIDE DIAMETER
NUTS TO BE FINGER TIGHT AND
STANDARD PIPE,
THE FIRST THREAD BELOW THE
P.V.C. OR GALVANIZED 1'-6‚" MIN.
NUT TO BE DAMAGED A.O.B.E.
COATED
STONE
TOP OF CONCRETE
MASONRY
BARRIER OR PARAPET †" DIA. x 6" FULLY THREADED NOTE:
FACING
ANCHOR STUDS WITH NUTS AND "A" = ‚" EXCEPT FOR EXPANSION JOINT LOCATIONS WHERE THIS DIMENSION
WASHERS. AFTER TIGHTENING, SHALL BE SET EQUAL TO THE BRIDGE DECK JOINT OPENING PLUS ‚" MIN.
DAMAGE EXPOSED BOLT
5"

THREADS A.O.B.E. (TYP.)

‚" THICK
TYPICAL RAIL SPLICE DETAIL
PIPE CLAMPS
-0"
1'

B B 1'-…"
NOTES:
5" EMB.

MIN.

THE INTERIOR SECTIONS OF PEDESTRIAN FENCE POSTS SHALL BE PLACED SO

3"

… "

THAT THE SPACING OF THE POSTS IS UNIFORM AND DOES NOT EXCEED 10'-0".
2"

p 8"vxv•"vxv1'-…"

FENCING ATTACHED TO STONE FACED BARRIER THE FULLY THREADED ANCHOR STUDS FOR THE PEDESTRIAN FENCE POST MAY
BE DRILLED AND GROUTED OR PRE-LOCATED AND CAST INTO THE BARRIER OR

)
TYP.
PARAPET.
CONCRETE c OF •" DIA.

2"
‰
4"

BARRIER OR HOLE FOR …"

(
DRILLING AND GROUTING OF FULLY THREADED ANCHOR STUDS SHALL BE IN
PARAPET 1•" 3" 3" 1•" DIA. BOLT AND
SECTION A-A ACCORDANCE WITH SECTION 586 - MISCELLANEOUS STRUCTURAL
8"

NUT
RECONSTRUCTION.
•" DIA. HOLES FOR
9"
4"

2" …" DIA. FULLY THREADED

IT IS PERMISSIBLE TO INSTALL SHIM PLATES BEHIND THE VERTICAL FENCE
ANCHOR RODS. AFTER
POSTS TO ACHIEVE PLUMB. SHIMS MUST HAVE •" DIA. HOLES MATCHING THE
DESIGNER NOTES: TICHTENING EXPOSED
2‡" DIA. PIPE CLAMP FOR THE †" DIA. ANCHOR STUDS. SHIMS SHALL BE OF STAINLESS
SECTION B-B THREADS TO BE DAMAGED
STEEL (ASTM A666). THE REQUIRED QUANTITY AND THICKNESS OF SHIMS WILL
PIPE A.O.B.E.
INDICATE DESIRED FINISH ON FENCING, POSTS, RAILS, BRACES AND FITTINGS. IF P.V.C. ƒ" 2" BE DETERMINED IN FIELD.
COATING IS DESIRED, DENOTE COLOR.

SECTION C-C REVISED

Department of Transportation
31

Office of Structures
DATE/TIM E = 19-JUL-2016 13:
dgn

PEDESTRIAN FENCING
FILE NAM E = BD-FD3E.

ON CONCRETE
ERRATA BARRIER AND PARAPET
12/17/13 APPROVED: 07/14/16 ORIGINAL ISSUED UNDER EB 08-002
ORIGINAL SIGNED BY
07/14/16
RICHARD MARCHIONE, P.E. CURRENT ISSUED UNDER EB 16-037
DEPUTY CHIEF ENGINEER EFFECTIVE WITH THE
(STRUCTURES) LETTING OF 07/14/16
 TOP RAIL 1†" OUTSIDE DIA. BD-FD4E
STANDARD PIPE, P.V.C.
OR GALVANIZED COATED

FENCE FABRIC, 1" MESH,

11 GAUGE DIAMETER
2‡" OUTSIDE DIA. WIRE, P.V.C. OR 2‡" OUTSIDE DIA.
STANDARD PIPE, P.V.C. ALUMINUM COATED STANDARD PIPE, P.V.C.
OR GALVANIZED COATED TENSION BAR (TYP.) OR GALVANIZED COATED
L6"vxv6"vxv…"v-
OLD STYLE TWO-RAIL
2'-6" LONG
-0" TO TOP OF FABRIC

BRIDGE RAILING POST

B

)
TYP.
5• "
'
°0
…" DIAMETER

(
45
U-BOLT WITH

MIN.
WASHERS AND …" DIA. U-BOLT W/LOCK

1"
NUTS WASHERS & NUTS (TYP.).
TACK WELD NUTS AFTER
TIGHTENING.
‡" DIA. HOLE FOR ƒ" BOLT FIELD DRILL ‡" DIA.
4'

- 2…" LONG, WITH SPRING LOCK HOLE INTO EXISTING

WASHERS, NUTS & FLAT WASHERS. BASE PLATE FOR STEEL BRIDGE RAILING POST
TACK WELD NUTS AFTER TIGHTENING. BRIDGE RAILING (TYP.)
(OLD STYLE TWO-RAIL)
1‰" (MIN.)
A A TOP OF CURB
(TYP.)

FACE OF FENCE
TOP OF ROADWAY 1"

B SURFACE

‚"vv(+„",v-‚")
BOTTOM RAIL 1†" OUTSIDE DIA.
STANDARD PIPE, P.V.C. OR
GALVANIZED COATED.

FIELD DRILL ‡" DIA.

ELEVATION ELEVATION
HOLE LOCATION IS AS
TYPICAL SECTION INTERIOR POST vEND POST SHOWN IN THE TYPICAL
SECTION.
…" DIA. U-BOLT W/LOCK
SNOW FENCE POST ATTACHMENT SNOW FENCE POST ATTACHMENT WASHERS & NUTS (TYP.).
TACK WELD NUTS AFTER
TIGHTENING.

6" DISASSEMBLED ISOMETRIC VIEW

1" 3Š"

1• "
7•"

6" 2"

3"
6"
USE TWO BOLTS AT ALL SPLICE
LOCATIONS EXCEPT EXPANSION JOINTS ‚" DIA. GALVANIZED BOLT, L6"vxv6"vxv…"
WHERE ONE BOLT SHALL BE USED. WASHER AND NUT (TYPICAL) c OF RAILING ANCHORAGE •" DIA. HOLE FOR 2'-6" LONG
c OF BOTTOM RAIL, …" U-BOLT (TYP.)
1†" OUTSIDE DIA.
4" 4"
RAIL TUBE STANDARD PIPE, P.V.C. OR

1• "
•"vxv1‰" LONG SLOTS FOR
GALVANIZED COATED …" DIA. U-BOLTS (TYP.)

1ƒ " 1ƒ "
L6"vxv6"vxv…"v-
4ƒ "

2'-6" LONG
2ƒ"

-3"
FASCIA LINE
Š

1'
"A"
SPLICE TUBE NUTS TO BE FINGER TIGHT AND
1•" NOMINAL

2ƒ "

2• "
THE FIRST THREAD BELOW THE
5‚ "

9" MIN. 9" MIN. STANDARD PIPE, 6"x•"x10" MOUNTING p

NUT TO BE DAMAGED A.O.B.E. ‰
9" LONG

1'-6‚" MIN.
C C
1" 1"

NOTE:
L6"vxv6"vxv…"v- 4ƒ" 5‚"
"A" = ‚" EXCEPT FOR EXPANSION JOINT LOCATIONS WHERE THIS DIMENSION BOTTOM RAIL 6"vxv•"vxv10" MOUNTING p
2'-6" LONG
SHALL BE SET EQUAL TO THE BRIDGE DECK JOINT OPENING PLUS ‚" MIN. FASCIA LINE

•" UNLESS OTHERWISE 11" SECTION C-C

TYPICAL RAIL SPLICE DETAIL DETERMINED BY FIELD CONDITIONS

‚" DIA. DRAIN HOLE …" DIA. U-BOLT W/FLAT WASHER, NOTES:
SECTION A-A SPRING LOCK WASHERS, AND NUT
(TYP.). TACK WELD NUTS AFTER 1. ALL WELDS SHALL BE MADE PRIOR TO GALVANIZING, UNLESS
TIGHTENING. OTHERWISE NOTED.
DESIGNER NOTES:
2. THE FENCING POSTS SHALL BE PLACED VERTICAL AT EACH RAILING
1. INDICATE DESIRED FINISH ON FENCING, POSTS, RAILS, BRACES AND FITTINGS. IF POST.
vP.V.C. COATING IS DESIRED, DENOTE COLOR.
ELEVATION B-B

2. THE LENGTH OF THE 6"vxv6"vxv…" ANGLE MAY BE INCREASED TO ACCOMODATE (FENCING & BRIDGE RAILING POST NOT SHOWN)
REVISED
vDIFFERENT TYPES OF RAILING POSTS. Department of Transportation
24

3. TWO-RAIL RAILING SHOWN. ATTACHMENT TO FOUR-RAIL RAILING SIMILAR.

Office of Structures
DATE/TIM E = 15-JUL-2016 11:
dgn

PERMANENT SNOW FENCING

FILE NAM E = BD-FD4E.

RETROFIT DETAILS
ERRATA

12/17/13 APPROVED: 07/14/16 ORIGINAL ISSUED UNDER EB 08-002

ORIGINAL SIGNED BY
07/14/16
RICHARD MARCHIONE, P.E. CURRENT ISSUED UNDER EB 16-037
DEPUTY CHIEF ENGINEER EFFECTIVE WITH THE
(STRUCTURES) LETTING OF 07/14/16