general notes · 2018-07-20 · diameter steel, galvanized according to 711.02. (16) post sleeves...

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02-01-92

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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


(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


(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


WURTH WIT-PE500 EPOXY ADHESIVE ANCHORS


SIMPSON STRONG-TIE SET-XP EPOXY ADHESIVE ANCHORS


CHEMOFAST C-RE 385 EPOXY ADHESIVE ANCHOR SYSTEM


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.

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



WITH TYPE C POSTS



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



•" 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



•" 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

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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.)

*

*

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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


| 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



4'-

0"

8'-

0"

4'-

0"

LOOP CAP

1'-6†"

2'-3„"

8•"

W.P.


3'-

5"

3'-

5"

9'-

11‡

"



| 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 (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 .


ON SHEET .


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


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

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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.)



(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.)



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


…" 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.


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


LINE POST 2.875" O.D.

RAILS SPACED AT 12" MAX. C/C

DOUBLE WRAP FABRIC TIES FOR


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


(TYP.)

BOULEVARD

SUPERSTRUCTURE


SEE GENERAL NOTES.


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

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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:

general notes · 2018-07-20 · diameter steel, galvanized according to 711.02. (16) post sleeves...

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