new jersey department of transportation standard …

Shoulders

(F) (C) (C) (F)

Property Line

Twp., City, County Lines

Water Main (Size)

Gas Main (Size)

Telephone Conduit

(SIZE & TYPE)

10+00

Base Line

5+00

Curbs

Beam Guide Rail

Reset Beam Guide Rail

(Over 30" - Draw to Size)

NEW JERSEY DEPARTMENT OF TRANSPORTATION STANDARD LEGEND

Existing PROPOSED

Electric Conduit (Highway or Utility)

Pavements (Concrete or Bituminous)

Existing R.O.W. Line PROPOSED R.O.W. LINERight of Way Lines (Access Permitted)

Right of Way Lines (No Access)

Reset Fence

Noise Walls

Wetland Limit Line

Silt Fence

Sanitary Sewers or Storm Drains

Easements

Railroad Tracks

Ditch DITCH

Ditches

Linear Features

PROP. R.O.W. & NO ACCESS LINEHigh Point

Low Point

Items With No Alternate

OR

Alternate ItemsFor Alternate Pipe Items

(C) = Concrete

(M) = Metal

Milling

Building to be

Demolished

PARCEL

ABBREVIATIONS USED IN THIS CONTRACT

Tree Line

Double Reference Codes

D

X

PR

OF

ILE

LEVEL LINE+%

- %

(Size & Type)

Cable TV

Fiber Optic

B.M.

B.T.

GR.

HT.

HYD.

INV.

BASELINE

BENCH MARK

BELL TELEPHONE

BITUMINOUS

GRATE

HEIGHT

HYDRANT

INVERT

JUNCTION BOX

H.W.

R RADIUS

REINFORCED CONCRETE PIPE

RIGID METALLIC CONDUIT

RIGID NON-METALLIC CONDUIT

RIGHT OF WAYROW, R.O.W.

RCP, R.C.P.

RMC, R.M.C.

RNMC, R.N.M.C.

IP IRON PIN

PROP.

POINT ON CURVE

POINT ON LINE

POINT ON TANGENT

PROPOSED

POINT OF TANGENCY

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY, PAVEMENT

POT, P.O.T.

PK

POC, P.O.C.

POL, P.O.L.

PT, P.T.

PVC, P.V.C.

PVI, P.V.I.

PVT, P.V.T.

PARKER KAYLON MASONRY NAIL

POLYVINYL CHLORIDE PIPE,

POINT OF VERTICAL CURVATURE

DE

DIAMETER

DROP CURB

DITCH EXCAVATION

D, DIA.

D.C.

DH DRILL HOLE

CONC. CONCRETE

STY.

T

TEL.

TEMP.

TYP.

U.D.

VAR.

WM

STORY

TANGENT

TELEPHONE

TEMPORARY

THICK

TYPICAL

UNDERDRAIN

UTILITY POLE

VARIABLE, VARIES

WATER METER

UP, U.P.

THK., TH.

HEADWALL

EASTBOUND, WESTBOUND

NORTHBOUND, SOUTHBOUND

AH., BK. AHEAD, BACK

CENTERLINE

CAST IRON PIPE

CULV. CULVERT

DEP., DP DEPRESSED CURB

DWY DRIVEWAY

EL., ELEV. ELEVATION

LIMIT OF PAVEMENT (PAVING)

LIMIT OF MILLING

M.B. MAILBOX

M.P.

MAX. MAXIMUM

MIN. MINIMUM

MILE POST

LEFT, RIGHTLT., RT.

NOT TO SCALE

PERF. PERFORATED

PROFILE GRADE LINE

ROUTE

SIDEWALK

SHOULDER

SUBBASE OUTLET DRAIN

SHLD.

TBA TO BE ABANDONED

TBR TO BE REMOVED

SURVEY LINE

J.B.

N.T.S.

S.O.D.

P.G.L.

PROPERTY LINE, PROFILE LINE

BIT., BITUM.

E.B., W.B., N.B., S.B.

L.O.P.

L.O.M.

Bench Mark

BLDG. BUILDING

EXIST. EXISTING

PAV'T. PAVEMENT

PRC, P.R.C. POINT OF REVERSE CURVE

RTE., RT.

SAN. SANITARY

S.H.D. STATE HIGHWAY DEPARTMENT

SDWK.

Fence (Size & Type)

NO. NUMBER

Demolition No. & Parcel No.

of Building to be Demolished

Removal of Concrete Base Course &

Concrete Surface Courses

Building to be Removed &

Paid for Under Clearing Site

Slopes (Cut & Fill)

R.R. RAILROAD

Miscellaneous Symbols

B.M.

\\

|

\, B.L.

{, C.L.

|, P.L.

}, S.L.

Existing R.O.W. & No Access Line

N.T.S.

NEW JERSEY DEPARTMENT OF TRANSPORTATION

ELECTRICAL PLAN ABBREVIATIONS

ESTIMATE AND DISTRIBUTION OF QUANTITIES - ROADWAYEDQR

TYPICAL SECTIONSTS

PLAN SHEET INDEXPSI

CL

EP

DRAINAGE PLANS

PROFILESP

TIEST

GRADESG

TC

ELECTRICAL PLANSE

TSP TRAFFIC SIGNAL PLANS

HL HIGHWAY LIGHTING PLANS

SL SIGN LOCATION PLANS

TSS TRAFFIC SIGNING AND STRIPING PLANS

STD SIGN TEXT DETAILS

L LANDSCAPE PLANS

MS METHOD OF CROSS SECTIONS

CROSS SECTIONS

EQB ESTIMATE OF QUANTITIES - BRIDGE

B BRIDGE PLANS

JUNCTION BOX FOUNDATIONJBF

TRAFFIC SIGNAL STANDARD, STEELTSS-S

TRAFFIC SIGNAL STANDARD, STEEL COMBINATION TSS-SC

TRAFFIC SIGNAL STANDARD, ALUMINUM "K"TSS-K

TRAFFIC SIGNAL STANDARD, ALUMINUM "C"TSS-C

TRAFFIC SIGNAL STANDARD, ALUMINUM "T"TSS-T

PEDESTRIAN SIGNAL STANDARDPSS

TRAFFIC SIGNAL MAST ARM, STEELTSMA-S

TRAFFIC SIGNAL MAST ARM, ALUMINUMTSMA-A

TRAFFIC SIGNAL HEADTSH

PEDESTRIAN SIGNAL HEADPSH

IMAGE DETECTORID

MAST ARM SIGNMAS

PUSH BUTTONPB

LIGHTING MAST ARM, STEELLMA-S

LIGHTING MAST ARM, ALUMINUMLMA-A

LIGHTING STANDARD, ALUMINUMLSA

LIGHTING STANDARD, STEELLSS

LIGHTING STANDARD, FIBERGLASSLSF

LUMINAIREL

UNDERDECK LIGHTING, TYPE "P"UL-P

UNDERDECK LIGHTING, TYPE "W"UL-W

IMAGE DETECTOR CABLEIDC

CUTOFF LUMINAIRE, TYPE ______

EXPRESSWAY LUMINAIRE

CF

MSC III MEDIUM SEMI-CUTOFF LUMINAIRE, TYPE 3

MSC II MEDIUM SEMI-CUTOFF LUMINAIRE, TYPE 2

V VERTICAL LUMINAIRE

E

DTL CONSTRUCTION DETAILS

TRAFFIC CONTROL AND STAGING PLANS

Topographical Features

Intelligent Transpotation System

(Wires & Cables)

GENERAL NOTES:

7

ITS INTELLIGENT TRANSPORTATION SYSTEM PLANS

Proposed

Bridge

Concrete Bridge Approach

STATE FEDERAL PROJECT NO.

N.J. I-IR-IG-295-2(93)61

ROUTE 295

CONTRACT NO. 010010001

Where Bearings Refer To N. J. State Plane Ground Coordinates

N.J.P.E. LIC. NO. 99999

John L. Doe

Individual, Firm, Partnership, etc.

(signature) (date)

PRESERVE EXISTING

VEGETATION

C.I.P.

DUCTILE IRON PIPE

N.J. State Plane Ground Coordinates

North Arrow To Be Used On Standard Construction Sheets

Mean High Water Line

Tidelands Line

D.I.P.

TP

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ID=

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C CONSTRUCTION PLANS

ENVIRONMENTAL PLANS, SOIL EROSION & SEDIMENT

CONTROL PLANS

CONSTRUCTION LEGEND

U UTILITY PLANS

Test Pit

Borings (Boring Number)

Boring Number BORING NUMBER

TEST PIT NUMBER

Shrub

Hedge

Wetland

Deciduous Tree (Size, Kind)

Evergreen Tree (Size, Kind)

Existing PROPOSED

Topographical Features

Beam Guide Rail Anchorages

Monuments

ROW Monument (ROW Control Points)

Guide Rail End Terminals

Mon.

PROPOSEDExisting

New Manhole Casting,

Square Frame, Circular Cover

R.C. End Section or

C.M. Headwall

Headwalls

Headwalls & Aprons

Water Gate Valves

Reset Water Gate Valves

Gas Gate Valves

Reset Gas Gate Valves

Reset

(Inlets or Manholes)

Reconstructed

(Inlets or Manholes)

Inlets (Label Type)

Manholes (Label Type or Utility)

Cast Iron Extension (Frame or Ring)

(Inlet or Manhole)

Inlets (Type ES)

G

W

Reset Hydrants

Utility Pole (Type & Number)

Temporary Utility Pole

Traffic Signal

Junction Box

Fiber Optic Junction Box

Junction Box Foundation

Signs

Vertical Panels

TEMP

J.B.

J.B.

F

S

Dynamic Message Sign (DMS)

Camera (With Blind Spot)

J.B. & Light

J.B.

F

DMSDMS

HydrantsHyd.

CL-1

CL-1

BD

C1

6T

-02

- O

RIG

INA

L S

HE

ET

CONSTRUCTION LEGEND

REINFORCED CONCRETE CULVERT PIPERCCP, R.C.C.P.

C.V.C. CONCRETE VERTICAL CURB

BD

C1

8T

-02

- R

EV

ISE

D M

ILL

ING

SH

AD

ING

MA

TC

H L

INE

RA

MP

\ S

TA

. 19+

00

PL

AN

SH

EE

T N

O. C

-52

PL

AN

SH

EE

T N

O. C

-5

2

MA

TC

H L

INE

RA

MP

\ S

TA

. 19+

00

Bitum. Conc. Pav't.

N05^45'05.83"E

E

x

i

s

t

i

n

g

\

MATCH LINEPLAN SHEET NO. C-54

030' 20' 10' 30' 60'

CONSTRUCTION PLANS

Bitum. Conc. Pav't.

S89^52'5

2.9

7"E

Ramp \ P.C. Sta. 12+56.39

R=180.0

0'

Ramp \ P.T. Sta. 15+05.55

N10^48'33.09"E

Bitum. Parking Area

Existing R.O.W. Line

TOWNSHIP OF OLD BRIDGE

COUNTY OF MIDDLESEX

S86^16'0

9.1

8"E

R

a

m

p

\

P

.

T

.

S

t

a

.

2

2

+

7

4

.

7

1

R=180.0

0'

Exis

ting R

.O.W

. Lin

e N

o A

ccess

R

a

m

p

\

P

.

C

.

S

t

a

.

2

0

+

2

6

.

4

2

N3^55'36.33"W

\ P.C. Sta. 1002+31.48

R=6000.00'

PL

AN

SH

EE

T N

O. C

-57

PL

AN

SH

EE

T N

O. C

-57

N5^45'05.83"E

"B" 15" R.C.P."E"

2

4

"

R

.

C

.

P

.

R=6024.00'

MA

TC

H L

IN

EE

XIS

T. \

ST

A. 1004+

00

MA

TC

H L

IN

E

EX

IS

T.

\ S

TA

. 9

95

+0

0

"B"

"E"

15

" R

.C.P

.

L.O.M. & L.O.P.

Collector-Distributor Road No. 2

2" TH.

5925 S.Y.401009

TONS401054

2" TH.S.Y.

401009

TONS401072

TONS

4

0

1

0

4

8

1

•

"

T

H

.

3" TH.

1027

3•" TH.

5100

S.B. \ STA. 995+00

TO 1004+00

682

6022141 UNIT

C-D RD. NO. 2 \

S.B. STA. 19+00 TO N.B. 19+00 &

THROCKMORTON LANE \

STA. 23+00.00 TO 27+88.70

6090391 UNIT

6090391 UNIT

608004

609075

609003

225 L.F.

225 L.F.

143 S.Y.

RAMP \

STA. 22+50

7' OFFSET

6090391 UNIT

RTE. I-295 \

STA. 996+25

0' OFFSET

S.Y.608004

175 L.F.609003

175 L.F.609075

FOR PROPOSED BEAM GUIDE RAIL

QUANTITIES, REFER SHEET C-54

134 S.Y.608004

113 L.F.609003

150 L.F.609075

1 UNIT609024

RTE. I-295 \

STA. 1000+25

8' OFFSET

4' OFFSET

1 UNIT609039

475 L.F.609075

463 L.F.609003

269 S.Y.608004

1 UNIT609024

C-D- Rd. \ Metal Cover

C-D RD. \

STA. 11+88

7' OFFSET

C-D

- Rd. \

70 L.F.609075

6090391 UNIT

C-D RD. \

STA. 16+50

7' OFFSET

6090391 UNIT

U

.

S

.

R

o

u

t

e

9

S

o

u

t

h

b

o

u

n

d

PROP. S.B. |

441

4' OFFSET

4' OFFSET STA. 999+87.50 0' OFFSET STA. 17+007' O

FF

SE

T

ST

A. 21+

88.0

0

STA

RT F

LA

RE 7

:1

STA

. 21+67.0

0, 4' O

FFSET

S.Y.

S.Y.606012

6060842

62

606012

S.Y.

S.Y.

L.F.

1

8

33

606084

607069

606012

606084S.Y.

607069L.F.

S.Y.

1

16

606012

606084S.Y.

607069L.F.

S.Y.

1

19

11

S.Y.

S.Y.606012

606084

L.F.607069

1

5

20

S.Y.

S.Y.606075

606084

L.F.607069

1

2

28

606075

S.Y.

S.Y.

L.F.

1

4

606084

607018

S.Y.

S.Y.606012

606084

L.F.607069

1

10

23

P.C. | STA.21002+37.056

805003L.F.58

S.Y.606012

14

132

36'

3'

12

'

2'

2'

18'

24'

2'

2'

12'36'

3'

8

CURB RAMP TYPE 7 MODIFIED

\Sta. 26+25 & THROCKMORTON LANE

RELOCATE SIGN



RELOCATE SIGN

CURB RAMP TYPE 7

MODIFIED

\Sta. 27+15 &

THROCKMORTON LANE

SEE CD-13,DETAIL "C"

TYPE 7 MODIFIED

\Sta. 27+50 &

THROCKMORTON LANE

SEE CD-13,DETAIL "D"

TYPE 7 MODIFIED

\Sta. 27+50 &

THROCKMORTON LANE

SEE CD-13, DETAIL "E"



SEE DC-13, DETAIL "F"



SEE DC-12, DETAIL "G"



SEE CD-12, DETAIL "H"

SEE CD-13, DETAIL "B"

SEE DC-13, DETAIL "A"

1 UNIT602214

1602214

UNIT

Lig

ht P

ole

1602214

UNIT

1602214

UNIT

1602105

UNIT

1602105

UNIT

MATCH LINE \ STA. 24+50

MATCH LINE \ STA. 24+50Awn Street

RellimDrive

W

W

ATTACHMENT

TYPE "A"

20607069

L.F.

GR.76.07

G

r

.

7

5

.

9

2

REFER BRIDGE PLANS FOR PAY

ITEMS OVER STRUCTURE.

C-4

C-4

996 997 998 999 1000 1001 1002 1003

12

13

14

15

16

17

18

25

26

27

28

20

21

22

Guy

Unknown

Manhole

Lig

ht

Pole

Light Pole

Light Pole

Light Pole

JC 221 MAD

w/Light

J

C

2

2

2

M

A

D

Post

W

Unknown

Valve

Guy

JC 818 OB

w/Light

Unknown

Manhole

GG

JC 224 MADw/Light

JC 225 MAD

BT 3924 OB

JC 226 MAD47745

G GW

J.B

. &

Lig

ht

w/Light

JC 223 OB

W

J.B.

J.B.

J.B.

J.B.

J.B

.J.B

.

J.B

.

J.B.

J.B.



N.J.


U.S. ROUTE 9

NHS-0001(263)

20996 20997 20998 20999 21000 21001 21002

2

1

0

0

3

21004

STD.

ITEM NO.

CONTRACT

QUANTITYTO BE CONSTRUCTED

401009P HMA MILLING, 3" OR LESS 11025 SY

401048M HOT MIX ASPHALT 9.5 M 76 SURFACE COURSE 441 T

401054M HOT MIX ASPHALT 12.5 M 64 SURFACE COURSE 682 T

401072M HOT MIX ASPHALT 12.5 M 64 INTERMEDIATE COURSE 1027 T

602105M SET INLET TYPE B, CASTING 2 U

602214M INLET FACE PLATE 5 U

606012P CONCRETE SIDEWALK, 4" THICK 118 SY

606075P CONCRETE ISLAND, 4" THICK 6 SY

606084P DETECTABLE WARNING SURFACE 9 SY

607018P 9" X 16" CONCRETE VERTICAL CURB 132 LF

607069P 9" X VARIABLE HEIGHT CONCRETE VERTICAL CURB 159 LF

608004P NON-VEGETATIVE SURFACE, POROUS HOT MIX ASPHALT, 4" THICK 615 SY

609003M BEAM GUIDE RAIL 1010 LF

609021M RUB RAIL 34 LF

609024M FLARED GUIDE RAIL TERMINAL 2 U

609039M BEAM GUIDE RAIL ANCHORAGE 6 U

609075M REMOVAL OF BEAM GUIDE RAIL 1095 LF

805003M TURF REPAIR STRIP 58 LF

Guy

Unknown

Manhole

Unknown

Manhole

Unknown

Manhole

Unknown

Manhole

Unknown

Manhole

Unknown

Valve

Hyd.

Flag Pole

Post

W

B

.

T

.

M

.

H

.

s

J

C

8

1

9

O

B

R

40R

w/Conduit

w/Light

G

G

G G

L

a

n

d

s

c

a

p

e

Lights

J 3436 OBR

w/Light

G

u

y

W

W

G

JC 4812 OBR

w/Light

W

10

11

23

24

0' OFFSET

ATTACHMENT

RADIUS = 5'

ATTACHMENT

RADIUS = 8'

11

N.J. State Plane Ground Coordinates

TP

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BD

C16T

-02- O

RIG

IN

AL

SH

EE

T

69

BD

C1

8T

-02

- A

DD

ED

IN

LE

TS

FO

R D

RIV

EW

AY

AC

CE

SS

PL

AT

ES

607034P 9" X 14" CONCRETE VERTICAL CURB LF

C-D RD. \

STA. 16+50

0' OFFSET SEE CD-607-2.6

34 L.F.609003

34 L.F.609021

70 L.F.607034

TYPE 'B' INLET WITH DRIVEWAY

ACCESS PLATES, SEE CD-602-2AC-D RD. \

STA. 20+26

4' OFFSET

Throckm

orto

n

Lane (M

.P. 1

24.0

4)

C-D RD. \

STA. 17+37.50

4' OFFSET

S.B. \

STA. 16+84

TO 17+54

SEE CD-607-2.1

70

300

305 310 315 320 325

R=6,000'

15

25

30

R

=

7

5

0

'

10

15

20

66'

+45.2

0

R=500'

R=250'

R=

200'

R=3,000'

10

15

20

+59.4866'

R=3,000'

R=200'

R=200'

R=250'

R=500'

R=500'

10

15

20

10

15

20

25

5

10

15

20

10

15

20

10

15

20

10

15

20

66'

+31.7

2

R=12,000'

R=

6,0

00'

R=300'

R=454'

R=250'

R=500'

R=750'

54'+25.64

R=250

R=500'

R=750'

R=750'

R=500'

R=250'

R=

200'

R=400'

R=

3,0

00'+56.0166' 54'

66'

+46.93

+53.07

R=3,000'66'+

27

.22

R=200'R

=250'

R=500'

R=750'

R=500'

R=250'

R=

200'

R

=

4

0

0

'

R=170'

R=

3,0

00'

R=

750'

54'+74.36

R=500'

R=250'

R=454'

R=300'

R=10,000'

+80.6

7

66'

54'+56.66


30

30

20

P.O

.C. S

ta. 29+

41.8

1

P.C

.C. S

ta. 23+

25.8

2

P.C

. Sta. 20+

47.07

P.T

. Sta. 18+

59.72

P.C

. S

ta. 14+

09.9

3

P.T

. S

ta. 12+

50.2

3

P.C

.C. S

ta. 1

0+73.1

3 P

.C.C

. Sta. 9+

63.13

P.C. Sta. 7+93.13

P.C.C

. Sta. 22+06.87

P.C

.C. S

ta. 20+36.87

P.C

.C. S

ta. 1

9+26.8

7

P.C

. S

ta. 17+

49.7

7

P.T

. S

ta.

15+

90.0

7

P.C

. Sta. 11+

40.27

P.T

. Sta. 9+

49.09 P

.C. S

ta. 6+

82.4

6

P.T

. S

ta. 3+

72.6

8

P.C

. S

ta. 0+

76.2

0

P.C

. S

ta. 7+

62.5

0

P.C

.C. S

ta. 9+

32.5

0

P.C

.C. S

ta. 10+

42.5

0

P.T

. Sta

. 11+72.8

0

P.C

. Sta

. 17+56.5

3

P.C.C. Sta. 19+55.45

P.C

.C. S

ta. 16+

65.0

4

P.C.C. Sta. 19+46.75

P.C

.C. S

ta. 1

4+

20.6

4

P.C

.C. Sta

. 10+33.0

1

P.C

.C. S

ta. 9+

43.0

1

P.C

.C. S

ta. 8+

33.0

1

P.C

. S

ta. 6+

63.0

1

P.C

. S

ta. 23+

36.9

9

P.C

.C. S

ta. 21+

66.9

9

P.C

.C. S

ta. 20+

56.9

9

P.C

.C. Sta

. 19+66.9

9

P.C

.C. S

ta. 1

5+

79.3

6

P.C

.C. S

ta. 13+

34.9

6

P.C.C. Sta. 10+53.25

P.C

.C. S

ta. 10+

70.0

6

P.C

.C. S

ta. 1

7+

45.0

3

P.C

.C. S

ta. 1

8+35.0

3

P.C

.C. S

ta. 19+45.03

P.C.C. Sta. 21+15.03

P

.

C

.

S

t

a

.

7

+

2

4

.

5

5

R=400'

Ramp "F" B.L.

P.T. Sta. 304+91.85

R

t

e

.

I

-

1

9

5

B

.

L

.

Rte. I-195 B.L.

Rte

. 130 C

.L.

Rte

. 130 C

.L.

RAMP "M" B.L.

Ramp "H" B.L.

Ram

p "

G" B

.L.

Ram

p "

J" B

.L.

RA

MP "N

" B.L

.

Ram

p "L"

B.L

.

73.18+88.11

109.45'+84.50

161.94'+11.99

183.57'+14.78

73.87'+58.65

+42.91

73.18'

+46.52

109.45'

233.96'+67.24

380.05'+31.73

276.77'+55.16

73.87'+02.18

69.5

8'

+24.8

9

84.9

5'

+3

0.3

8

+48.5

1

21

6.7

7'

376.6

8' +53.28 173.94' +11.34

54'

85

.18

'

+97.4

6

54'

82.7

6'

+16.1

3

85.1

5'

+22.7

9

+2

7.8

8

193.3

5'

85.8

7'

+1

4.7

3

73.18'+57.09

+53.48

109.45'

233.96'+32.76380.05'

276.77'

+68.27

+44.84

73.87'+97.82

85.1

9'

+95.7

7

+71.8

9

173.9

4'

+29.9

4

376.6

8'

219.9

6'

+32.6

1

84.9

7'

+65.0

8

54'

7R

=3,0

00'

+13.90

54'

HORIZONTAL DATUM

VERTICAL DATUM

NOTE:

FOR ALIGNMENT OF NOSE TRANSITIONS

AND ISLANDS, SEE CONSTRUCTION PLANS.

297

R=

200'

TIES

T-1


N.J. IR-195-(138) 7

28

29

30

31

32

3325

24

23

22

21

26

M-1

M-2

M-3

M-4

M-5

N-1

N-2

N-3

N-4

N-5

NO. RADIUS TANGENT LENGTH

CURVE DATA

M-1 12^59'13.4" 750 85.37 170.00

M-2 12^36'18.3" 500 55.22 110.00

M-3 20^37'35.3" 250 45.49 90.00

M-4 193^21'52.5" 200 674.97

M-5 06^35'55.5" 3000 172.95 345.51

N-1 06^35'55.5" 3000 172.95 345.51

N-2 56^59'09.5" 200 108.56 198.92

N-3 24^38'28.3" 250 54.60 107.52

N-4 12^36'18.3" 500 55.22 110.00

N-5 12^59'13.4" 750 85.37 170.00

NO. STATION OFFSET REMARKS

22

23

24

25

26

27

28

29

30

31

32

33

BASELINE North COORD. East COORD.

TIES & ALIGNMENT DATA

21 22+43.34

24+11.87

25+15.50

25+88.01

29+41.35

27+85.22

32+86.10

R=750'

RTE. 130 C.L.

RTE. 130 C.L.

RTE. 130 C.L.

RTE. 130 C.L.

RTE. I-195 B.L.

RTE. I-195 B.L.

RTE. I-195 B.L.

RTE. I-195 B.L.

RTE. I-195 B.L.

RTE. I-195 B.L.

RTE. 130 C.L.

RTE. 130 C.L.

RTE. 130 C.L.

313+23.74

316+68.49

320+57.13

321+41.30

322+44.92

324+13.46

Ram

p "

K" B

.L.

+10.0

6

54'

+90.0

6

P.O

.T. S

ta. 311+

91.6

2 =

P.O

.T. S

ta. 20+

00.0

0

R=

6,0

00'

54'

27

N-1

32

Rte

. 130 C

.L.

8

Ramp "N" B.L.

MATCH LINE

RTE. 130 C.L. STA. 30+00

MATCH LINE

RTE. 130 C.L. STA. 30+00

MATCH LINE

RTE. 130 C.L. STA. 10+00

P.C. Sta.

7+07.74

MATCH LINE RTE. 130 C.L. STA. 10+00

Rte

. 130 C

.L.

Ram

p P

.C.C

. S

ta. 23+

00.9

6R

am

p "

G" B

.L.

22

0100' 100' 200'

COUNTY OF BURLINGTON

ROUTE 195

T-3

54.00' RT.

73.18 RT.

109.45 RT.

161.94 RT.

85.87 LT.

66.00 LT.

54.00' RT.

73.87 RT.

183.57 RT.

187.01 LT.

121.45 LT.

85.19 LT.

66.00 LT.

RAMP "M" P.C. - 8+84.97

RAMP "M" P.C.C. - 11+64.97

RAMP "M" P.C.C. - 10+54.97

RAMP "M" P.C.C. - 12+54.97

RAMP "M" P.C.C. - 19+29.94

RAMP "M" P.T. - 22+43.34

RAMP "N" P.C. - 6+99.04

RAMP "N" P.C.C. - 20+55.79

RAMP "N" P.C.C. - 19+45.79

RAMP "N" P.C. - 18+38.28

RAMP "N" P.T. - 12+43.47

RAMP "N" P.C.C. - 10+44.55

66

'

54'

RAMP "N" P.T. - 22+25.79

FIELD BOOK NO. 2711, PAGES 13-15 INCLUSIVE (ON FILE AT THE

NJDOT REGION 3 FIELD SURVEY OFFICE - "PHONE: 609-388-4692")

FOR "EXISTING" CURVE DATA, REFER TO

TIE SHEET T-2.

54'

498751.5703

498871.3633

498929.7457

498953.6719

498556.5344

498625.1869

499566.6922

499284.8105

499094.3447

498555.2601

498470.4192

498408.9462

498347.4382

DELTA

NORTH AMERICAN DATUM OF 1983 (NAD 83)

U.S. COAST & GEODETIC MONUMENT NO. 3126

N.J. COAST GEODETIC MONUMENT NO. 4163

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)


N.J. COAST GEODETIC MONUMENT NO. 4163


N.J.P.E. LIC. NO. 99999

John L. Doe


(signature) (date)

S81^04'35.2"E

N48^00'0

0"E

S75^14'00"E

N38^35'0

5.0

"E

S25^00'0

0"E

N38^35'0

5.0

"E

S75^14'00"E

S75^14'00"E

N46^00'0

0"E

S25^00'0

0.0

"E

N38^35'0

5.0

"E

N38^35'0

5.0

"E

50'

27

N.J. S

tate Plan

e Gro

und C

oord

inates

BD

C16T

-02 -

OR

IGIN

AL

SH

EE

T

208806.9045

208927.0268

209019.9999

209106.2473

209095.9472

208757.5280

209457.2471

209257.7755

209246.1431

TOWNSHIP OF BORDENTOWN

209497.5240

209562.2141

209653.1655

209811.2525

BD

C1

8T

-02

- C

OR

RE

CT

ED

EA

ST

CO

OR

D.

RE

MO

VE

D C

UR

VE

DA

TA

CO

OR

D.

00000195_B100480

00000195_A100470

00000195_A100490

00000195_B100510

00000195_X100490

00000195_Y100480

00000195_Y100500

00000195_X100510

RAMPLETTER

F

G

H

J

K

L

M

N

STANDARD ROUTE IDENTIFICATIONNUMBER

RAMP DATA

TPXSEC

K01-

FEB-2

019 09

:48\\N

JDOTPR

JWS\V

8system

\NJDO

TWS\P

rojects\

NJDOT

E63.

544278

:1.0000

0ID

=d

ate=

pen

tab

le=

scale

=

file=


NO. REMARKSNorth COORD. East COORD.

SURVEY BASELINE DATA

NO. STATION OFFSET REMARKSBASELINE North COORD. East COORD.

0'

0' "

0' "

0' "

0' "

0' "

0' "

0' "

0'

0'

"

"

"

"

"

J-1 7+93.13 RAMP J P.C.

0'

0' "

0' "

0' *

*

0'

0' "

0' "

0' "

0' "

0' "

0' "

0' "


CURVE DATA

DELTA

ALIGNMENT DATA

9+63.13 P.C.C.

10+73.13 P.C.C.

P.T.12+50.23

P.C.14+09.93

750' 85.37 170.00

500' 55.22 110.00

250' 92.45 177.11

454' 245.31 449.81

300' 150.35 278.75

10,000' 308.09 615.98

J-A

J-B

J-C

J-D

J-E

J-F

J-G 350' 39.38 78.43

J-H 3,000' 67.12 134.22

J-I 250' 47.34 93.57

J-J 10,000' 146.91 293.79

J-K 30' 9.07 17.62

J-L 30' 9.02 17.52

P.T.18+59.73

P.C.20+47.07

P.C.C.23+25.82

P.T.29+41.81

P.C.C.9+61.18

P.C.10+59.67

P.C.C.22+16.16

P.C.C.23+03.59

P.R.C.23+59.01

P.R.C.23+42.46

RAMP Y.R. P.C.11+63.24 64' RT.

CTR. NOSE10+06.30

RAMP J

27' LT.

22' LT.

P.T.54' RT.14+26.90 RAMP Y.R.

RAMP J22' LT.

18.11' LT.

CTR. NOSE18' LT.23+25.82

CTR. NOSE14' LT.25+95.62

10' RT.

5.01' RT.

9+61.00 P.O.T.

P.C.10+36.00

P.T.11+14.54

P.O.T.16+37.00

P.C.C.43.01 LT. RAMP Y.R.0+27.11

ACCESS RD. I

P.R.C.19.97 LT. ACCESS RD. I10+33.11

P.T.15.00 LT.11+14.54

P.C.C.45.06 LT. RAMP Y.R.1+65.38

P.C.C.51.25 LT.1+18.43

P.T.15.00 RT.11+14.54 ACCESS RD. I

0'

P.C.269+31.90

P.T.304+91.85

P.C.367+64.56

P.T.381+23.98

P.C.415+52.99

P.T.430+61.24

P.C.461+27.31

P.T.475+15.82

P.O.T.504+05.93

AR-A 50' 50.00 78.54

AR-B 70' 67.92 107.85

AR-C 30' 29.05 46.15

AR-D 30' 205.72 85.56

AR-E 150' 23.98 47.55

ML-A 6,000' 3,559.95'1,834.10

ML-B

ML-C

ML-D

10,000' 680.76 1,359.42

10,000' 755.56 1,508.26

8,000' 696.00 1,388.51

RAMP J

RAMP J

RAMP J

ACCESS RD. I

ACCESS RD. I

RAMP Y.R.

B.L. RTE. 195

B.L. RTE. 195

DH Sdwk.

DH Curb

M-1

M-2

M-3

J-2

J-3

J-4

J-5

J-6

J-7

J-8

J-9

J-10

J-11

J-12

J-13

J-14

J-15

J-16

J-17

J-18

J-19

J-20

A-1

A-2

A-3

A-4

A-5

A-6

A-7

A-8

A-9

A-10

ML-1

ML-2

ML-3

ML-4

ML-5

ML-6

ML-7

ML-8

ML-9

TR-A

TR-B

TR-C

TR-D

TR-E

TR-F

TR-G

TR-H

TR-K

TR-L

TR-M

TR-N

TR-0

TR-P

TR-Q

TR-R

TR-S

TR-T

TR-U

TR-V

TR-W

TR-X


N.J.

T-2

T-3

IR-195-(136) 7

ROUTE 195

TIES

497,837.8012

497,957.5922

498,015.9683

498,032.6733

497,991.9710

498,093.5802

498,218.9485

498,290.2473

498,151.6831

497,901.0455

497,956.3882

498,005.4439

498,029.4817

498,113.3773

498,313.3926

498,311.7412

498,307.9076

498,247.7655

498,273.9283

498,282.0763

497,091.8573

497,138.6362

497,208.9086

497,617.3077

497,079.6883

497,121.2272

497,218.2546

497,189.0445

497,156.2099

497,199.5482

498,636.8467

498,773.3984

497,174.5944

496,739.9585

495,424.6530

494,953.1503

494,215.8176

493,766.9904

492,598.0199

493,919.454

494,055.347

494,319.892

494,139.989

494,805.554

495,584.560

495,864.561

496,160.553

496,391.688

496,664.295

496,834.526

497,031.642

497,235.056

497,310.665

497,689.779

497,984.782

498,131.948

498,307.678

498,614.004

498,605.107

498,931.933

498,876.158

493,628.028

494,853.604

499,480.510

USC&G Mon. #8141

USC&G Mon. #8140

USC&G Mon. #2156

PK w/Ribbon

PK w/Ribbon

2"x2"x18" Hub

2"x2"x18" Hub

D.H. (S.W. Corner Step)

2"x2"x18" Hub

IP - #5 Rebar (36")

IP - #5 Rebar (36")

2"x2"x18" Hub

2"x2"x18" Hub

2"x2"x18" Hub

2"x2"x18" Hub

2"x2"x18" Hub

2"x2"x18" Hub

2"x2"x18" Hub

N.J.P.E. LIC. NO. 99999

John L. Doe


(signature) (date)


12^59'13.4"

12^36'18.3"

40^35'23.3"

56^46'00.0"

53^50'14.4"

3^31'45.6"

12^50'18.8"

2^33'48.3"

21^26'40.3"

1^40'59.9"

33^39'09.0"

33^27'44.5"

90^00'00.0"

88^16'24.1"

88^08'50.7"

163^24'21.6"

18^09'47.3"

33^59'42.0"

7^47'20.0"

8^38'30.0"

9^56'40.0"

PK w/Ribbon

PK w/Ribbon

PK w/Ribbon

DH Sdwk.

DH Curb

28

BD

C16T

-02 -

OR

IGIN

AL

SH

EE

T

208,077.8411

208,197.9617

208.290.9371

208,463.5514

208,617.9741

209,037.4727

209,176.6911

209,435.8912

210,035.9911

208,141.0921

208,196.4401

208,218.0012

208,268.7816

208,297.7113

209,323.1422

209,416.1521

209,439.4051

209,702.8711

209,466.4412

209,451.2213

207,413.6131

207,354.9811

207,347.0816

207,672.9251

207,348.8719

207,344.7918

207,335.3615

207,433.5151

207,399.3919

207,358.8118

204,430.9811

207,936.2814

214,001.8151

215,288.7713

218,455.4931

219,886.6510

222,862.7512

224,174.8615

226,818.0001

223,889.690

223,252.052

222,919.641

222,189.984

220,502.930

218,347.601

217,767.792

217,157.175

216,561.661

216,032.945

215,602.300

215,202.612

213,977.108

213,521.615

212,015.452

210,893.275

210,226.160

209,691.814

208,535.355

208,568.959

207,750.851

207,346.677

220.694.244

220,505.588

209,264.223

BD

C18T

-02-

CO

RR

EC

TE

D E

AS

T C

OO

RD

. R

EM

OV

ED

CU

RV

E D

AT

A C

OO

RD

.

TPXSEC

K01-

FEB-2

019 09

:48\\N

JDOTPR

JWS\V

8system

\NJDO

TWS\P

rojects\

NJDOT

E63.

544278

:1.0000

0ID

=d

ate=

pen

tab

le=

scale

=

file=

Bogert R

d.

Main

St.

Gra

nd A

ve.

Johnson A

ve.

BOROUGH OF PARAMUS COUNTY OF BERGEN

M-4

458

459

461

462

460

463

464

468

466

469

PROP. B.L.

Lakeview St. B.L. Sta 4+00.00

Main

St.

Bogert R

d.

Gra

nd A

ve.

Main St. Bogert Rd. Grand Ave.

N.T.S.

123^41'41"57^02'41"

57^49'03"

67^13'24"

59^50'08"

NEW JERSEY DEPARTMENT OF TRANSPORTATIONNEW JERSEY DEPARTMENT OF TRANSPORTATIONNEW JERSEY DEPARTMENT OF TRANSPORTATION

T-3

T-3


N.J.


CURVE DATA

M-4

M-5 15^36'41.5"

DELTA

Conc. Curb

Conc. C

urb

Conc. Curb

Conc. Curb

Conc. Curb

Ped

. Brid

ge

Hyd.

"B"

Rte. 4 W.B.

North Service Rd.

Grass W/Conc. Curb

Main

St.Conc. C

urb

Conc. Curb

Conc. Curb

Conc. Barrier Curb

Ped

. B

rid

ge

Rte. 4 E.B.

South Service Rd.

Rom

aine

St.

J.B.

Conc. Isle W/Conc. Curb

Conc. Curb Conc. Curb

Conc.

Curb

East Edge Of

Steel Girder

Sta. 270+66.51, 44.99' Rt.

126.36'

Corner Of Bldg.

Conc. Barrier Curb

Conc. Curb

Sta. 276+75.87, 47.72' Lt.

Conc. Curb

Conc. Curb

Grass

Conc. Curb

Rte. 4 W.B.

Rte. 4 E.B.

No. Station Offset RemarksBaseline North Coord. East Coord.

S-11 261+76.88 44.96' Lt. Rte.4 Traverse Point757,639.1676

S-12 265+62.38 Rte.4 Traverse Point757,468.3475

S-13 270+66.51 44.99' Rt. Rte.4 Traverse Point757,026.2409

S-14 276+75.87 47.72' Lt. Rte.4 Traverse Point756,675.9858

RTE. 4 B.L. STA. 261+93.52=

(CHORD)

RTE. 4 B.L. STA. 265+09.73=

N00^30'0

0.5

"E

N67^03'3

5.1

"E

(CHORD)

N.T.S. N.T.S.

RTE. 4 B.L. STA. 265+09.73=

(CHORD)

RTE. 4 B.L. STA. 268+80.99=

(CHORD)

N.T.S.

TIES

NH-56(147)

P.T. STA. 283+04.35

P.C. STA. 277+29.39

S60^16'23.8"E

M-5

1370

1380

1400

1410

1430

1380

13801380

1380

1400

S36^03'05.3"E

END FEDERAL PROJECT

NO. 0206507

RTE. 4 B.L. STA. 274+82.41

J

o

h

n

s

o

n

A

v

e

.

B

.

L

.

S

t

a

1

7

+

7

0

.

2

3

S44^39'42.2"EP

LA

N S

HE

ET

NO

. T

-2

0200' 200' 400'100'

Sta 23+93.60

10^28'7.8"

PK Nail in Pole #RE6033

52.94' off Mon.

To "S-12"

Lak

eview

St.

Top Bolt Hyd.

Bogert R

d.

8.8

'

Corner Conc.

Flagpole Base Corner

Inlet

Trav. Pt. "S-11"

Mon. Plug W/Punch (Mon. Box)

Trav. Pt. "S-12"

Conc. Mon. W/Drill Hole

Trav. Pt. "S-13"

Mon. Plug W/Punch (Mon. Box)

"x-cut" Top of Barrier

To "S-1

4"

13.7

1

C.L. J.B.F.

#MS249

Trav. Pt. "S-14"

"x" Steel Angle Iron (3" Above Ground)

PK Nail

Pole #PS92050

To "

S-1

3"

Corner Conc. Parapet

Ramp To R

te. 4

TRAV. PT.

"S-11"

S22^33'4

1.8

"W

PK N

ail

Pole #BS388S

3.4' 52.7'

Mon. G

PS-3Spike

Pole #BS4692

N76^39'3

2.5

"E

N00^30'0

0.5

"E

Sta. 261+76.88, 44.96' Lt.

D.H

. 52.3

7'

D.H

. 44.9

7'

Pole #RE6032

3.79' off Mon.

400.913'

49.12'

30.2

0'

51.45'

PK Nail

Pole #PS4692

25.34' off Mon.

Sta. 265+62.38, 100.21' Lt.

5.3'

4.8'

77.3'

616.3

81'

6.99'

96.81'

91.48'

616.381'

4.69'

Sta. 281+74.61, 44.96' Lt.

G.P.S. Monument #3, Elev. 73.964

100.21' Lt.

P.T. Sta 260+59.43

P

.

C

.

S

t

a

2

6

0

+

8

6

.

2

1

RTE. 4 B.L. STA. 261+93.52=

Sta 9+26.60

RTE. 4 B.L. STA. 265+02.43=Main St. B.L. Sta 20+00 RTE. 4 B.L. STA. 265+09.73=

Sta 9+79.02

R

=

3

2

7

7

'

R=5728'

RTE. 4 B.L. STA. 268+80.99=

Grand Ave. B.L. Sta 10+00

P.T. Sta 269+79.13

Sta 16+00

RTE. 4 B.L. STA. 271+27+85=

Sta 10+00

P.T. Sta 260+59.43

P

.

C

.

S

t

a

2

6

0

+

8

6

.

2

1

S

6

0

^

1

6

'

2

3

.

8

"

E

Lakeview St. B.L. STA. 4+00

R=3277'R=3277'

M

a

i

n

S

t

.

B

.

L

.

S

t

a

5

+

0

0

R=3277'

Bogert Rd. B.L. Sta 5+00

Bogert Rd. B.L. Sta 5+00

R=3277'

P.T. Sta 269+79.13

Grand Ave. B.L. Sta 10+00

Lakevie

w S

t.

Lakevie

w S

t.

Lakevie

w S

t.

MA

TC

H L

IN

E 2

56+

50

R=3820'

260265 270

275 280

285

449.24'

5728'

3277' 892.92'

1046.59'

N00^30'0

0.5

"E

N00^28'2

4.3

"E

Lakeview St.

P

.

C

.

S

t

a

2

6

0

+

8

6

.

2

1

P

.

C

.

S

t

a

2

6

0

+

8

6

.

2

1

N.T.S.N.T.S. N.T.S. N.T.S. N.T.S.

HORIZONTAL DATUM

VERTICAL DATUM

FIELD BOOK NO. 2711, PAGES 13-15 INCLUSIVE (ON FILE AT THE

NJDOT AREA "B" FIELD SURVEY OFFICE - "PHONE: 001-388-4692")

Lakevie

w S

t.

524.76'

ROUTE 4

C

O

N

T

R

A

C

T

N

O

.

0

1

0

0

1

0

0

0

1

N.J.P.E. LIC. NO. 99999

John L. Doe


(signature) (date)

Trav. Pt.

"S-12"

Trav. Pt.

"S-14"

Trav. Pt.

"S-13"

Conc. Cut

At Nose

(93.77' off Mon.)

NORTH AMERICAN DATUM OF 1983 (NAD 83)


N.J. GEODETIC MONUMENT NO. 4163

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)


N.J. GEODETIC MONUMENT NO. 4163

528.096'

To "S

-13"

Rte. 4 W.B.

Rte. 4 E.B.

29

BD

C16T

-02 -

OR

IGIN

AL

SH

EE

T

N.J. S

tate

Pla

ne G

round C

oord

inate

s

TRANSVERSE ALIGNMENT DATA

272,330.9932

272,693.6952

272,982.5376

273,476.8169

BD

C18T

-02-

CO

RR

EC

TE

D E

AS

T C

OO

RD

. R

EM

OV

ED

CU

RV

E D

AT

A C

OO

RD

.

TPXSEC

K01-

FEB-2

019 09

:48\\N

JDOTPR

JWS\V

8system

\NJDO

TWS\P

rojects\

NJDOT

E63.

544151

:1.0000

0ID

=d

ate=

pen

tab

le=

scale

=

file=

new jersey department of transportation standard …

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