Attachment 4 - Exhibit 2- Chain Link Fence Standard Detail~1.pdf

GENERAL NOTES:

CHAIN-LINK FENCE POSTS.

WELD DAM PLATES (‚" THICK) TO CLOSE THE EXPOSED ENDS ON TOP OF THE

13.

14.

ELASTIC STOP NUTS.

FURNISH BRACE BANDS AND STRETCHER BAR BANDS WITH Š " DIA. CARRIAGE BOLTS AND

TWO (2) …" DIA. BRACE RODS WITH TURNBUCKLES ARE REQUIRED AT EACH PULL POST.

17.

18.

19.

1.

2.

3.

4.

5.

6.

7.

10.

11.

12.

15.

16.

FOR BRIDGES AND STRUCTURES.

WITH CURRENT INTERIMS, AS MODIFIED BY SECTION 3 OF THE NJDOT DESIGN MANUAL

DESIGN IS IN ACCORDANCE WITH THE 2017 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS

CONFORM ALL WELDING TO AWS D1.1 FOR STEEL.

BOLT ENDS.

CONCRETE ANCHORS ARE NOT TO PROJECT MORE THAN …" ABOVE NUT. PEEN EXPOSED

POST.

ONE (1) …" DIA. BRACE ROD WITH TURNBUCKLE AND CLEVIS IS REQUIRED AT EACH END

REQUIRED AT ENDS OF ALL TIES.

USE #9 GAUGE (0.148" DIA.) FABRIC TIES. A MINIMUM OF ONE (1) COMPLETE TURN IS

JOINT MATERIAL ASTM D5893, TYPE NS.

914.02 OF NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

AND CONCRETE WITH A COLD-POURED JOINT SEALER CONFORMING TO SUBSECTION

AFTER ERECTION, CAULK ALL ANCHOR BOLT HOLES AND SPACES BETWEEN BASE PLATE

20.

8.

9.

DESIGN LOAD: WIND GUST (3 SEC.) = 115 MPH.

POST SPACING NOT TO EXCEED 10'-0" CENTER TO CENTER.

ANCHOR BOLT.

ANCHOR GROUT MUST PRODIVE A MINIMUM PULL-OUT FORCE OF 6.0 KIPS PER •" DIA.

ALL DIMENSIONS AND EXISTING FIELD CONDITIONS TO BE VERIFIED IN FIELD.

THE DESIGNATED EMBEDMENT DEPTH.

EXISTING REINFORCEMENT HAS BEEN CUT, RESUME ORIGINAL AIR DRILLING OPERATION TO

IS ALLOWED TO CORE THROUGH THE EXISTING HORIZONTL REINFORCEMENT. ONCE THE

IF ANY REINFORCEMENT IS ENCOUNTERED DURING DRILLING OPERATION, DIAMOND CORING

TO BE LOCATED APPROXIMATLEY AT THE MIDPOINT OF THE LENGTH.

PROVIDE PULL POSTS FOR CHAIN-LINK FENCE LENGTHS GREATER THAN 250'. PULL POST

COMPONENTS.

OTHER ORGANIC POLYMER COATED. MATCH COLOR TO THE REST OF THE FENCE

IF ALUMINUM CASTINGS ARE USED WITH TYPE I OR TYPE TYPE II FENCE, USE PVC OR 21.

GENERAL NOTES

FOR ROAD AND BRIDGE CONSTRUCTION.

CONSTRUCTION TO BE IN ACCORDANCE WITH THE 2019 NJDOT STANDARD SPECIFICATIONS

TYPE II - POLYVINYL CHLORIDE (PVC) COATED STEEL.

TYPE I - ALUMINUM COATED STEEL,

RESIDENT ENGINEER:

M181 AND COMPOSED OF ONE OF THE FOLLOWING TYPES OF MATERIAL, AS SPECIFIED BY

POSTS, TIES, BANDS, BARS, RODS AND ANY OTHER FITTINGS, AND HARDWARE TO AASHTO

CONFORM MATERIALS FOR CHAIN-LINK FENCE (CLF) FABRIC, BASE PLATES, ANCHOR PLATES,

POST ALIGNMENT.

SET POSTS PLUMB. USE CORROSION RESISTANT SHIM MATERIAL WHERE NECESSARY FOR

908.01.02.

NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SUBSECTION

GALVANIZED. PROVIDE HOT-DIPPED GALVANIZED NUTS AND WASHERS AS SPECIFIED IN

PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554, GRADE 55, HOT-DIPPED

BOTTOM SELVAGE IS KNUCKLED. CONTINUE FABRIC ACROSS ALL JOINTS.

USE #9 GAUGE (0.148" DIA.) CLF FABRIC, HAVING A 1" OR 2" DIAMOND MESH, TOP AND

n jd a t\ p ro je c ts \6

N J

N J

D O

T

R d

D ra in \0

E m e rg

E n g S v c s \3

C A

D D \P la n S e t\

C h a in L in k F e n c e S ta n d a rd D e ta il \C h a in L in k F e n c e S ta n d a rd D e ta il .d g n

N J

D A

T \M ic ro s ta ti o n R e s o u rc e s \W o rk s p a c e \N

J D

O T \t a b le s \V

M A C o lo r

M a p p in g .t b l

:1 i n

P E

N

T A

B L

E

F

IL

M E

S C

A L

E

R E

V

D A

T E

/1

/2

NEW JERSEY DEPARTMENT OF TRANSPORTATION

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03888900

CERTIFICATION OF AUTHORIZATION NO. 24GA28044300

NABIL M. HOURANI, PE

DATE: 6/12/20

BARRIER CURB FENCE

Bid Solicitation #23DPP00816

SCALE: ƒ" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

ELEVATIONPLAN

SCALE: 3" = 1'-0"

SCALE: 6" = 1'-0"

TENSION WIRE HOOK DETAIL

SCALE: 6" = 1'-0"

PLATE

{ CLEVIS & BASE

{ END POST

‚" X ƒ" STRETCHER BAR

BANDS 10" APART (MAX.)

1" X „" STRETCHER BAR

OF FABRIC

TOP AND BOTTOM

KNUCKLE FINISH ON

ON TOP AND BOTTOM

GAUGE 12" APART (MAX.)

HOG RING FASTENERS #9

BOTTOM TENSION WIRE

CONCRETE MEDIAN BARRIER

1•"2•"2•"1•"

9•"

{ OF CONTRACTION JOINT

WITH •" DRAIN HOLE

{ POST & BASE PLATE

{ PLATE & BARRIER

{ POST & MEDIAN BARRIER

CONCRETE MEDIAN BARRIER

2" SQ POST

2"‚"

1" O.D.

& PULL POST ONLY

WASHER TO BE USED ON END

1 •" X 1 •" X ‰" PLATE

…" MAX. PROJECTION

2" SQ. END OR PULL POST

8"

(TYP.)

1„

•" CLEARANCE (TYP.)

†" DIA. PIN

1•" 2•" 2•" 1•"

P L

A

B

R R

IE

R

CONCRETE MEDIAN BARRIER

2" SQ. X ‚" THICK POST

10" APART (MAX.)

FABRIC TIES #9 GAUGE

A A

DETAIL A

DRAIN HOLE

•" DIA.

2" SQ. X ‚" THICK POST

BASE PLATE (TYP.)

CONCRETE MEDIAN BARRIER

{ LINE POST

(M

A X

(M

A X

STAINLESS STEEL ANCHOR

•" DIA. FULLY THREADED

NUT & WASHER

STAINLESS STEEL

(TYP.)

2" SQ. X ‚" THICK POST

ƒ" = 1' - 0"

1' 6" 0 1' 2'

3" = 1' - 0"

0 3" 6" 9" 1'

0 3"2"1"

6" = 1' - 0"

6"

THICK POST

2" SQ. X ‚"

(ANCHOR BOLTS NOT SHOWN FOR CLARITY)

CHAIN-LINK FENCE MAXIMUM 6' HIGH (BARRIER CURB MOUNTED)

DETAIL A

SECTION A-A

OF END POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

OF PULL POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

PLATE DETAILS)

(SEE CLEVIS & BASE

@ END POST ONLY

CLEVIS & BASE PLATE

CLEVIS & BASE PLATE DETAILS

(ANCHOR BOLTS NOT SHOWN FOR CLARITY)

10'-0" MAX. SPACING 10'-0" MAX. SPACING

(SEE AASHTO M181-23.1)

TOP TENSION WIRE

SEE DETAIL A SEE DETAIL A

(SEE BASE PLATE DETAIL)

BASE PLATE (TYP.)

BASE PLATE DETAIL

(SEE TENSION WIRE HOOK DETAIL)

OF LINE POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

1. FOR GENERAL NOTES SEE SHEET NO. 1

FOR •" DIA. ANCHOR BOLTS

{ Œ" HOLES IN PLATE

CONCRETE MEDIAN BARRIER

TOP OF MEDIAN BARRIER

(SEE SHEET 1, NOTE 7)

{ PULL POST

NOTES

(S

O

T E

(M

IN

(S

T E

(M

IN

2.

GENERAL NOTES 17 AND 20.

FOR DIAMETER AND INSTALLATION. SEE

FOLLOW MANUFACTURER'S RECOMMENDATION

FILL HOLES WITH APPROVED EPOXY GROUT.

AIR DRILL HOLES FOR ANCHOR BOLTS.

B A

R R

IE

R

T

F

TURNBUCKLE

…" DIA. BRACE ROD

…" DIA. BRACE ROD

POST (TYP.)

PLATE WELDED TO EACH

2" X 2" X ‚" THICK DAM

‚" X ƒ" STRETCHER BAR

BANDS 10" APART (MAX.)

1" X „" STRETCHER BAR

Š" BOLT LOCK WASHER & NUT

PLATE WASHER

‚" X 2" X 2"

WASHER & NUT

LOCK WASHER, BEVELED

…" DIA. BRACE ROD

COTTER PIN

COTTER PIN

8" X 4" X •" PLATE

…" DIA. BENT ROD

COTTER PIN

CLEVIS

…" BRACE ROD

8" X 4" X •" PLATE

2" SQ. X ‚" THICK POST

DETAILS - SQUARE POST

WITH TURNBUCKLE

…" DIA. BRACE ROD

WITH TURNBUCKLE

…" DIA. BRACE ROD

GAUGE (0.148" DIA.) CLF FABRIC

1" OR 2" DIAMOND MESH #9

n jd a t\ p ro je c ts \6

N J

N J

D O

T

R d

D ra in \0

E m e rg

E n g S v c s \3

C A

D D \P la n S e t\

C h a in L in k F e n c e S ta n d a rd D e ta il \C h a in L in k F e n c e S ta n d a rd D e ta il .d g n

N J

D A

T \M ic ro s ta ti o n R e s o u rc e s \W o rk s p a c e \N

J D

O T \t a b le s \V

M A C o lo r

M a p p in g .t b l

:1 i n

P

B L

E

F

M E

S C

A L

E

R E

V

D A

T E

/1

/2

NEW JERSEY DEPARTMENT OF TRANSPORTATION

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03888900

CERTIFICATION OF AUTHORIZATION NO. 24GA28044300

NABIL M. HOURANI, PE

DATE: 6/12/20

SCALE: ƒ" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

ELEVATIONPLAN

SCALE: 3" = 1'-0"

SCALE: 6" = 1'-0"

TENSION WIRE HOOK DETAIL

SCALE: 6" = 1'-0"

PLATE

{ CLEVIS & BASE

{ END POST

‚" X ƒ" STRETCHER BAR

BANDS 10" APART (MAX.)

1" X „" STRETCHER BAR

OF FABRIC

TOP AND BOTTOM

KNUCKLE FINISH ON

ON TOP AND BOTTOM

GAUGE 12" APART (MAX.)

HOG RING FASTENERS #9

BOTTOM TENSION WIRE

CONCRETE MEDIAN BARRIER

1•"2•"2•"1•"

9•"

{ OF CONTRACTION JOINT

WITH •" DRAIN HOLE

{ POST & BASE PLATE

{ PLATE & BARRIER

{ POST & MEDIAN BARRIER

CONCRETE MEDIAN BARRIER

2•"‚"

1" O.D.

…" MAX. PROJECTION

8"

(TYP.)

1„

•" CLEARANCE (TYP.)

†" DIA. PIN

1•" 2•" 2•" 1•"

L

A

B

R R

IE

R

CONCRETE MEDIAN BARRIER

10" APART (MAX.)

FABRIC TIES #9 GAUGE

A A

DETAIL A

DRAIN HOLE

•" DIA.

BASE PLATE (TYP.)

CONCRETE MEDIAN BARRIER

{ LINE POST

(M

A X

(M

A X

STAINLESS STEEL ANCHOR

•" DIA. FULLY THREADED

NUT & WASHER

STAINLESS STEEL

(TYP.)

ƒ" = 1' - 0"

1' 6" 0 1' 2'

3" = 1' - 0"

0 3" 6" 9" 1'

0 3"2"1"

6" = 1' - 0"

6"

(ANCHOR BOLTS NOT SHOWN FOR CLARITY)

CHAIN-LINK FENCE MAXIMUM 6' HIGH (BARRIER CURB MOUNTED)

DETAIL A

SECTION A-A

OF END POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

OF PULL POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

PLATE DETAILS)

(SEE CLEVIS & BASE

@ END POST ONLY

CLEVIS & BASE PLATE

CLEVIS & BASE PLATE DETAILS

(ANCHOR BOLTS NOT SHOWN FOR CLARITY)

10'-0" MAX. SPACING 10'-0" MAX. SPACING

(SEE AASHTO M181-23.1)

TOP TENSION WIRE

SEE DETAIL A SEE DETAIL A

(SEE BASE PLATE DETAIL)

BASE PLATE (TYP.)

BASE PLATE DETAIL

(SEE TENSION WIRE HOOK DETAIL)

OF LINE POST

AT TOP & BOTTOM

TENSION WIRE HOOKS

1. FOR GENERAL NOTES SEE SHEET NO. 1

CONCRETE MEDIAN BARRIER

TOP OF MEDIAN BARRIER

(SEE SHEET 1, NOTE 7)

{ PULL POST

NOTES

(S

T E

(M

IN

(S

T E

(M

IN

2.

GENERAL NOTES 17 AND 20.

FOR DIAMETER AND INSTALLATION. SEE

FOLLOW MANUFACTURER'S RECOMMENDATION

FILL HOLES WITH APPROVED EPOXY GROUT.

AIR DRILL HOLES FOR ANCHOR BOLTS.

B A

R R

IE

R

T

F

TURNBUCKLE

…" DIA. BRACE ROD

…" DIA. BRACE ROD

‚" X ƒ" STRETCHER BAR

BANDS 10" APART (MAX.)

1" X „" STRETCHER BAR

Š" BOLT LOCK WASHER & NUT

WASHER & NUT

LOCK WASHER, BEVELED

…" DIA. BRACE ROD

COTTER PIN

COTTER PIN

8" X 4" X •" PLATE

…" DIA. BENT ROD

COTTER PIN

CLEVIS

…" BRACE ROD

8" X 4" X •" PLATE

2•" DIA. X ‚" THICK POST

POST (TYP.)

PLATE WELDED TO EACH

2•" DIA. X ‚" THICK DAM

THICK POST

2•" DIA. X ‚"

2•" DIA. X ‚" THICK POST

2•" DIA. END OR PULL POST

2•" DIA. X ‚" THICK POST

2•" DIA. X ‚" THICK POST

DETAILS - ROUND POST

2•" DIA. POST

WITH TURNBUCKLE

…" DIA. BRACE ROD

WITH TURNBUCKLE

…" DIA. BRACE ROD

& PULL POST ONLY

TO BE USED ON END

CURVED OR SADDLE WASHER

SADDLE WASHER

CURVED OR

GAUGE (0.148" DIA.) CLF FABRIC

1" OR 2" DIAMOND MESH #9

n jd a t\ p ro je c ts \6

N J

N J

D O

T

R d

D ra in \0

E m e rg

E n g S v c s \3

C A

D D \P la n S e t\

C h a in L in k F e n c e S ta n d a rd D e ta il \C h a in L in k F e n c e S ta n d a rd D e ta il .d g n

N J

D A

T \M ic ro s ta ti o n R e s o u rc e s \W o rk s p a c e \N

J D

O T \t a b le s \V

M A C o lo r

M a p p in g .t b l

:1 i n

P

B L

E

F

M E

S C

A L

E

R E

V

D A

T E

/1

/2

NEW JERSEY DEPARTMENT OF TRANSPORTATION

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE03888900

CERTIFICATION OF AUTHORIZATION NO. 24GA28044300

NABIL M. HOURANI, PE

DATE: 6/12/20