ALIGNMENT SCHEMATIC PLAN - New Jersey...centroid n - [(centroid n - grid n)/combine scale factor]=north value modified local project coordinates centroid e - [(centroid e - grid e)/combined

735.1857

MATCH LINE STA. 40+00

(SEE THIS SHEET)

MATCH LINE STA. 40+00

(SEE THIS SHEET)

PROPOSED C.R. 625(HOLLYWOOD AVENUE) \

N 19^41’46" W

600.00’

N 08^36’41" W

677.48’

ALIGNMENT SCHEMATIC PLAN

NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES

T-1

ARORA and ASSOCIATES, P.C.

PROFESSIONAL ASSOCIATION

3. INFORMATION ON THESE PLANS IS STATED AS A MODIFIED LOCAL

PROJECT COORDINATES SYSTEM. THE MODIFIED LOCAL PROJECT

COORDINATES SYSTEM AND NJ STATE PLANE GRID COORDINATE

COINCIDED AT NORTH 745,631.2357 AND EAST 548,853.9354.

USING A FACTOR OF 0.0997 PER 1,000 FEET WILL RESULT IN

A NJ STATE PLANE GRID COORDINATE VALUE. IN A SOUTH OR

WEST DIRECTION IS POSITIVE AND NORTH OR EAST DIRECTION

IS NEGATIVE.

CENTROID N - [(CENTROID N - GRID N)/COMBINE SCALE FACTOR]=NORTH VALUE MODIFIED LOCAL PROJECT COORDINATES

CENTROID E - [(CENTROID E - GRID E)/COMBINED SCALE FACTOR]=EAST VALUE MODIFIED LOCAL PROJECT COORDINATES

A CENTROID COORDINATE VALUE WAS ESTABLISHED USING THE AVERAGE OF BET’s 5110 AND 5111

(CENTROID N=745,631.2357 and CENTROID E=548,853.9354)

COMBINED SCALE FACTOR ESTABLISHED BY AVERAGING THE PROVIDED BET’s VALUES (0.99990029)

A POINT WITH THE NEW JERSEY STATE PLANE GRID COORDINATE VALUES OF N=745,157.6367 and E=548,264.5238

WOULD CREATE A VALUE OF N=745,157.5895 and E=548,264.4650 IN THE MODIFIED LOCAL PROJECT COORDINATE SYSTEM.

THIS CONCEPT IS COVERED IN THE NJDOT SURVEY MANUAL IN CHAPTER 2 SECTION 2.

THE EXISTING MONUMENTATION ALONG ROUTE 46

WAS RECOVERED AND HELD FOR ALIGNMENT OF

THE CURRENT PROJECT.

48

JOHN M. ROSSI, P.L.S.

NEW JERSEY PROFESSIONAL SURVEYOR LICENSE NO. 24GS04060900

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

A

C

C

C

C

A

A

C

C

A

A

C

C

C

C

C

C

C

C

A

A

C

C

C

C

C

C

C

A

1011

12

13

14

15 16

2021

22

23

24

2526

30

31

32

33

3435

1

2

3

4

15

16

17

18

A

C

C

C

C

C

A

4041

42

43

44

45

46

47

48

10

11

1213

A

C

CA

A

C

C

LEGEND

NOTES:

HORIZONTAL DATUM

NEW JERSEY STATE PLANE AND COORDINATE SYSTEM

VERTICAL DATUM

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983 (NAD83-96)

NGS MONUMENTS C-2 RESET, 12-L-2, 12-M-2, 12-Y-2, 12-Z-2

NGS MONUMENTS C-2 RESET, D-73, E-73, G-73, R-73

= CURVE DATA

= TIE AND ALIGNMENT DATA

= EXISTING TRAVERSE DATA

= TIE LINE TO SURVEY \

= PROPOSED \

= SURVEY \

B

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

110

115

120 125

5

3

5

1

2

3

4

5

6

7

8 9

1011

1213

1415

1 2

3

4

5

6

7

8

9

10

11

1213

14

1516

1718

19

20

21

22

N 48̂07’48"

E

735.19’

735.1857

N 61̂15’25" E724.05’

N 66̂

20’2

6" W

1062.9

8’

N 04^38’60" W

210.19’

N 04̂

56’14"

W

630.3

8’

PROPOSED RAMP A \

PROPOSED RAMP D \

PROPOSED RAMP C \

PROPOSED RAMP B \

PROPOSED ACCESS A \


1+00.00

3 (ARORA CAP BAR)

ELEV. 177.03

8+35.19

1 (BET 5110)

ELEV. 176.06

15+59.24

4 (ARORA CAP BAR)

ELEV. 177.80

20+00.00

32+93.17

58 (DRILL HOLE)

ELEV. 179.38

39+23.56

r

r

r

r

r

r

N 54^58’54" E

385.00’

N 51^47’33" E

151.78’

S 51^47’33" E

171.53’

S 70^22’40" E

128.00’

N 50^32’17" E

129.79’

SURVEY LINE

SURVEY LINE

A-1A-2

A-3

A-4

B-5

B-6

C-7

C-8

C-9

D-10

D-11

D-12

E-13

F-14

F-16

G-17

H-18

H-19

I-20

I-21

J-22

J-25

K-26

J-23

J-24

F-15

Existing C.R. 625 (Hollywood Ave) \

SURVEY LINE

S 50^32’17" W

129.51’

N 19^41’46" W

600.00’

PROP. ACCESS ROAD A \ P.O.B. 10+00.00 =

PROP. RAMP D \ P.O.B. 40+00.00 =

Existing C.R. 625 (Hollywood Ave) \ P.O.L. 13+45.54


PROP. RAMP C \ P.O.E. 35+17.12 =

Existing C.R. 625 (Hollywood Ave) \ P.O.L. 10+00

PROP. RAMP B \ P.O.B. 20+00.00 =


PROP. RAMP A \ P.O.E. 16+78.72 =


60 (PK NAIL IN

WHITE LINE)

ELEV. 176.61

EQNAHD 4+44.73

EQNBK 4+22.96

1520

Existing Route U.S. 46 \

Existing C.R. 615 (Fairfield Road) \

Existing C.R. 625 (Hollywood Ave) \ 0+64.26 =

Existing C.R. 615 (Fairfield Road) \ 20+00.00

Existing Route U.S. 46 \ P.O.L. 121+78.00 =

N 57̂41’44" E

N 48̂16’29"

E

(N 56^22’48" E PLAN)

1. THE INFORMATION SHOWN ON THIS SHEET WAS

OBTAINED FROM BET CONSULTANTS

DATE OF SURVEY: 5/2005 THROUGH 6/2005.

2. SURVEY CONTROL REPORT INCLUSIVE OF SURVEY

NOTES ON FILE AT ARORA AND ASSOCIATES, P.C.

3120 PRINCETON PIKE, 3RD FLOOR

LAWRENCEVILLE, N.J. 08648-2372

130

105

= EXISTING N.J.D.O.T. MON.

Mon.

Mon.

Mon.

STA. 105+00

STA. 110+00

STA. 115+00

STA. 126+00

Mon.Mon.

STA. 131+00

Mon.

B

B

B

B

B

B

24

25

28

29

3054

5960

53

6162

41

4039

38

37

42

55

34

43

33

36

52 46

35

56

44

57

48

4749

3158

45

50

51

23

S 02^26’20" E

134.03’

S 49^12’28" W

208.93’

= EXISTING \

(R=11459.19’ PLAN)P.T. 120+94.92

Modified Local Project Coordinates









Existing C.R. 615 (Fairfield Road) \ 20+03.86

PROP. C.R. 625 (HOLLYWOOD AVE) \ P.O.B. 0+84.81 =

NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES

N 56^14’44" E (Modified Local Project Coordinates)

N 45^10’07" E

177.96’

N 54^39’20" E

92.40’

2627


L-27


53 (PK NAIL IN SIDEWALK)

ELEV. 175.51

41

42

43

44

45

46

N 08̂

36’4

1" W

677.4

8’


46+01.03

r

SURVEY LINE

62 (ARORA’S DOCK SPIKE)

ELEV. 173.46B

32

A A

19

20

C.R. 625 (H

OLL

YW

OO

D

AV

E.) \

19

20

20A

PO

ES

TA. 21+

00.0

0

C.R. 625 (H

OLL

YW

OO

D

AV

E.) \

AAA A

TOWNSHIP OF FAIRFIELD COUNTY OF ESSEX

User

Na

me:

Plot

Date:

Pen Table:

Desig

n File:

$U

SE

RN

AM

E$

$D

ATE$

$PE

NT

AB

LE$

$FIL

E$

$TIM

E$

NEW JERSEY DEPARTMENT OF TRANSPORTATION

TIES

ROUTE U.S. 46 AT HOLLYWOOD AVENUE

CONTRACT NO. 053950370

SCALE: 1"=100’

0100’ 100’ 200’50’

T-2



MICHAEL G. WRIGHT, P.E.

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE02963100

STATE FEDERAL PROJECT NO.

N.J. NHS-7802(161)

U.S. Route 46 (

Westbound)

U.S. Route 46 (

Eastbound)

Guy

# 62840

Conc. Curb

Conc. Curb

Conc. C

urb

Conc. C

urb

Conc. C

urb

"E"

"E"

"B"

"B"

"B"

"B"

# 62804

# 62841

Grass

# 62805

w/Light

r

N. J. Plane Coordinate Syste

m

NA

D 19

83

EDGE OF

PAVEMENT

21.6’

ARORA’S

CAP BAR

Guy

"E"

Edge Of Pavement

Edge Of Pavement

#3

# 62844w/Light

"B"

"B"

"B"

"E"

"B"

Grass

Conc. Curb

Conc. Curb

J.B.

# 62843w/Light

Grass

# 10

61

w/Lig

ht

1’ Dia.

Gas M.H.

Hyd.W

J.B.r

U.S. Route 46 (Eastbound)

U.S. Route 46 (Westbound)

Guy

LIGHT

POLE

74.5’

CENTER OF

’E’ INLET

69.4’

BET 5110


m

NA

D 19

83

#1

Edge Of Pavement

Belgiu

m Blo

ck Curb

Conc. C

urb

Conc. C

urb

Guy

Grass

# 1063

w/Light

1062 w/Lig

ht

rrrr

Conc. C

urb

LIGHT

POLE

30.4’


m

NA

D 19

83

DRILL HOLE

IN CONC.

CURB

#58

CORNER FACE

OF CONC .

CURB

66.7’LIGHT

POLE

100.8’

CENTER OF

’B’ INLET

FACE OF CURB

11.1’

CENTER OF

’B’ INLET

FACE OF

CURB

39.74’

CENTER OF

’B’ INLET

FACE OF

CURB 41.7’

"B"

Conc. Curb

Conc. Curb

Conc. Curb

Grass

"B"

"B"

"B"

# 62391w/Light

Unknown

Manhole

# 1072 w/Light

Conc. Curb

r


m

NA

D 19

83

U.S. Route 46 (Westbound)

U.S. Route 46 (Eastbound)227.7 TO

NOSE GUIDE

RAIL

23.4’ CENTER OF

’B’ INLET FACE

OF CURB

24.2’ CENTER OF

’B’ INLET FACE

OF CURB

ARORA’S

CAP BAR

#4

Apple Court

D.C. Conc. Curb

J.B.

"B"

# 62160

Post’s

Belgium Block

Curb

Belgiu

m

Block Curb

"B"

J.B.

Post

Conc. Sid

ewalk

Conc. C

urb

Bit.

Bit.

"B"

#1306"B"

Lig

ht P

ole

#2857

# 60234

w/Light 1’ Dia

Gas

MH

J.B.

# 60650

w/Lig

ht

D.C.

D.C.

S.H.D.M.H.

Clean

Out

Se

wer

rrrr

J.B.

W

J.B.

W

Post’s

C.R. 6

25

(A.K.A. H

olly

wood

Avenue)

C.R. 615

(A.K.A. Fairfield Road)

24.5’ FACE

OF CURB

AT CORNER

5.2’ FACE

OF CURB27.4’ CENTER

"B" INLET FACE

OF CURB

PK NAIL

IN SIDEWALK

#53 #60

C.R. 6

25 (A.K.A.

Holly

wood

Avenue)

D.C.

D.C.

D.C.

D.C.

#

60664

w/Lig

ht

No

Nu

mber

w/Lig

ht

Belgiu

m

Blo

ck

Curb

Belgium Block Curb

Bit.

Post

Post

#

62756

Guy

Conc. Sid

ewalk

W

G

Lig

ht Pole

San.

M.H.

r


m

NA

D 19

83


m

NA

D 19

83

43.0’ CENTER

OF POLE

93.0’ CENTER

OF POLE

103.1’ CENTER

OF POLE

Belgiu

m

Blo

ck

Curb

Conc. Sid

ewalk

D.C.

D.C.

D.C.

D.C.

Belgium Block Curb

Belgium Block CurbBelgium Block Curb

Grass

#345

2 Story

Blo

ck

#350

1�

Story

Brick

Bit. Drive

way

Bit. Drive

way

Unkno

wn

Manhole

#

610

94

w/Lig

ht

"B"

"B"

M.B.

#

60744

Grass

Grass

#

60894

1’ Dia.

Gas

MH

Unkno

wn

Manhole

r

Birchtree Drive

Guy

W San.

M.H.

Blo

ck

Drive

way

C.R. 6

25

(A.K.A.

Holly

wood

Avenue)


m

NA

D 19

83

48.7’ TO CENTER

OF MANHOLE

60.2’ CENTER

"B" INLET FACE

OF CURB

54.9’ CENTER

OF POLE

#62

ARORA’S

DOCK

SPIKE

PK NAIL SET

IN WHITE LINE

NOTES:

HORIZONTAL DATUM

NEW JERSEY STATE PLANE AND COORDINATE SYSTEM

VERTICAL DATUM

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983 (NAD83-96)

NGS MONUMENTS C-2 RESET, 12-L-2, 12-M-2, 12-Y-2, 12-Z-2

NGS MONUMENTS C-2 RESET, D-73, E-73, G-73, R-73

1. THE INFORMATION SHOWN ON THIS SHEET WAS

OBTAINED FROM BET CONSULTANTS

DATE OF SURVEY: 5/2005 THROUGH 6/2005.

2. SURVEY CONTROL REPORT INCLUSIVE OF SURVEY

NOTES ON FILE AT ARORA AND ASSOCIATES, P.C.

3120 PRINCETON PIKE, 3RD FLOOR

LAWRENCEVILLE, N.J. 08648-2372










STA. 20+00.00PK NAIL INSIDEWALK

ELEV. 175.51N.T.S.

STA. 39+23.56PK NAIL INWHITE LINEELEV. 176.61

N.T.S.

STA. 46+01.03ARORA’S DOCK

SPIKEELEV. 173.46

N.T.S.

STA. 1+00.00ARORA’SCAP BAR

ELEV. 177.03N.T.S.

STA. 8+35.19BET CAPPED BAR

ELEV. 176.06N.T.S.

STA. 32+93.17DRILL HOLE

IN CURBELEV. 179.30

N.T.S.

STA. 15+59.24ARORA CAP

BARELEV. 177.80

N.T.S.

T-2

3. INFORMATION ON THESE PLANS IS STATED AS A MODIFIED LOCAL

PROJECT COORDINATES SYSTEM. THE MODIFIED LOCAL PROJECT

COORDINATES SYSTEM AND NJ STATE PLANE GRID COORDINATE

COINCIDED AT NORTH 745,631.2357 AND EAST 548,853.9354. USING

A FACTOR OF 0.0997 PER 1,000 FEET WILL RESULT IN A NJ STATE PLANE

GRID COORDINATE VALUE. IN A SOUTH OR WEST DIRECTION IS

POSITIVE AND NORTH OR EAST DIRECTION IS NEGATIVE. 49



JOHN M. ROSSI, P.L.S.

NEW JERSEY PROFESSIONAL SURVEYOR LICENSE NO. 24GS04060900

ALIGNMENT DATA

OFFSET

COORDINATES

REMARKSNo. STATION BASE LINE NORTH COORD.EAST COORD.

1

2

3

4

5

6

7

8

9

5+67.11 745852.2117 549309.8801

EXISTING TRAVERSE

ALIGNMENT DATA

POINT NORTH COORD. EAST COORD. REMARKS

746104.8819 549443.4057

10

11

12

13

14

15

16

17

18

19

1

+99.03’

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

PROPOSED RAMP A \ P.C. 10+00.00

6+74.54 745907.0755 549404.9655+121.64’ PROPOSED RAMP A \ P.C.C. 11+10.00

7+53.20 745927.7731 549492.0546+164.36’ PROPOSED RAMP A \ P.C.C. 12+00.00

29+02.90 745918.1426 549558.2054-124.97’ PROPOSED RAMP A \ P.T. 12+67.29

27+75.21 745875.1582 549678.7721-115.96’ PROPOSED RAMP A \ P.C. 13+95.29

26+52.80 745900.4706 549823.5080-34.69’ PROPOSED RAMP A \ P.T. 15+48.94

25+94.12 745982.9592 549923.7100+81.07’ PROPOSED RAMP A \ P.O.E. 16+78.72

26+46.88 746028.3332 549885.9969+107.50’ PROPOSED RAMP B \ P.O.B. 20+00.00

27+05.43 745946.0213 549786.0096PROPOSED RAMP B \-8.02’ P.C. 21+29.51

28+69.65 746078.9074 549664.9322PROPOSED RAMP B \+65.11’ P.C.C. 24+03.22

12+13.10 746205.8682 549819.0355PROPOSED RAMP B \+92.09’ P.T. 26+03.22

11+50.97 746278.5967 549708.2945PROPOSED RAMP C \-24.93’ P.C. 30+00.00

10+61.84 746242.9871 549626.1674PROPOSED RAMP C \-33.20’ P.C.C. 30+90.00

10+01.70 746241.0200 549558.6485PROPOSED RAMP C \-63.95’ P.C.C. 31+58.00

33+70.99 746400.4290 549518.2863PROPOSED RAMP C \+98.99’ P.T. 33+65.35

34+54.26 746494.3040 549637.5479PROPOSED RAMP C \+225.88’ P.O.E. 35+17.12

35+14.42 746552.8832 549616.5780PROPOSED RAMP D \+210.03’ P.O.B. 40+00.00

34+20.32 746446.7897 549481.7940PROPOSED RAMP D \+66.62’ P.C. 41+71.53

33+02.24 746323.3702 549425.0873PROPOSED RAMP D \ P.T. 43+12.56-0.50’

PROPOSED RAMP D \

PROPOSED RAMP D \

PROPOSED RAMP D \

20+03.51 745612.6791 550406.2985-64.42’ PROPOSED C.R. 625 (HOLLYWOOD AVE) \ P.O.B. 0+84.81

23+80.97 745833.6077 550090.9948+11.41’ PROPOSED C.R. 625 (HOLLYWOOD AVE) \ P.C. 4+69.81

23+89.78 745838.8058 550083.6494+13.22’ PROPOSED C.R. 625 (HOLLYWOOD AVE) \ P.C.C. 4+78.81

36+63.79 746698.3058 549564.5204+170.68’ PROPOSED C.R. 625 (HOLLYWOOD AVE) \ P.I. 15+00.00

42+42.19 747263.2026 549362.3013PROPOSED C.R. 625 (HOLLYWOOD AVE) \ P.O.E. 21+00.00+38.33’

1+00.00 745612.7334 548897.2450 P.O.L. 111+13.88+1.95’

10+92.08 746192.0606 549688.5915+41.47’ P.T. 120+94.92

15+59.24 746452.6225 550078.4846+0.50’ P.O.L. 125+6387

30+19.45 745959.7085 549449.1628-130.66’ EXISTING RAMP \ P.C. 2+72.61

28+89.09 745964.6337 549593.6416-68.17’ EXISTING RAMP \ P.T. 4+22.25

27+77.89 745919.3503 549695.2146-68.89’ EXISTING RAMP \ P.C. 5+33.46

26+91.55 745919.6919 549789.6270-30.68’ EXISTING RAMP \ P.T. 6+30.75

26+45.13 745948.4544 549852.9070+21.05’ EXISTING RAMP \ P.C. 7+00.26

25+59.58 745939.7392 549942.4841+49.02’ EXISTING RAMP \ P.T. 7+94.51

27+06.21 746078.8244 549843.3395+136.63’ EXISTING RAMP \ P.T. 8+19.04

28+83.58 746106.9907 549662.0334+89.67’ EXISTING RAMP \ P.C. 3+08.89

11+75.96 746353.7600 549695.5751-96.95’ EXISTING RAMP \ P.C. 11+31.17

33+71.00 746397.7120 549485.9412+66.53’ EXISTING RAMP \ P.C.C. 13+75.05

10+21.51 746201.7471 549602.7903EXISTING RAMP \-8.29’ P.T. 17+07.20

35+09.65 746548.2367 549618.2453EXISTING RAMP \+211.29’ -

33+99.70 746433.1738 549563.8421EXISTING RAMP \+147.19’ P.T. 12+88.99

33+89.21 746419.2949 549525.0713EXISTING RAMP \+107.37’ P.C. 13+30.17

32+77.21 746299.6383 549442.0891EXISTING RAMP \+14.48’ P.T. 14+86.83

31+67.59 746190.2436 549449.2681EXISTING RAMP \+12.76’ P.C. 15+96.46

7+71.64 746059.9171 549398.3745EXISTING RAMP \ P.T. 17+40.94+3.43’

20+05.44 745610.3927 550403.1872 P.O.B. 0+64.26-67.76’ EXISTING C.R. 625 (HOLLYWOOD AVE) \

23+89.78 745838.8058 550083.6494+13.22’ EXISTING C.R. 625 (HOLLYWOOD AVE) \ P.C. 4+78.81

27+82.12 746163.7641 549797.6819+196.11’ EXISTING C.R. 625 (HOLLYWOOD AVE) \ P.T. 9+15.47

11+75.77 746333.7866 549706.3086+74.28’ EXISTING C.R. 625 (HOLLYWOOD AVE) \ P.C. 11+08.49

34+23.19 746464.0576 549648.3755+234.07’ EXISTING C.R. 625 (HOLLYWOOD AVE) \ P.T. 12+51.20

36+63.79 746698.3058 549564.5205+170.68’ EXISTING C.R. 625 (HOLLYWOOD AVE) \ P.O.E. 15+00.00

23+35.48 745284.0202 549899.8601-568.69’ P.O.B. 14+00.00

21+10.72 745498.6304 550239.2816-235.91’ P.C. 18+01.58

745778.9996 550611.7295 P.T. 22+68.27- -

745833.3958 550672.7283- - P.O.E. 23+50.00

NORTH EAST

E

CURVE DATA

TLRNO. COORDINATES OF CENTER

3.04’ 745449.1817 549605.7971A-1 55.22’12^36’18.26" 500.00’

A-2

A-3

A-4

B-5

B-6

C-7

C-8

C-9

D-10

D-11

D-12

E-13

F-14

F-15

G-17

H-18

H-19

I-20

I-21

J-22

J-23

K-26

J-24

J-25

110.00’

4.11’ 745678.1286 549505.381345.49’20^37’35.33" 250.00’ 90.00’

3.38’ 745758.0149 549501.116834.09’22^40’40.20" 170.00’ 67.29’

22.27’ 746015.5055 549728.808684.44’59^05’02.87" 149.00’ 153.65’

746015.5055 549728.8086273.71’90.00’174^14’54.28" 1791.61’ 1703.86’

745374.4416 550374.6701200.00’ 100.33’1000.00’11^27’32.98" 5.02’

746486.4534 549569.3858250.00’20^37’35.33" 4.11’90.00’ 45.49’

746408.5442 549587.5559170.00’22^55’05.92" 3.46’68.00’ 34.46’

746329.7092 549573.952490.00’132^00’07.36" 207.35’ 202.15’ 131.28’

746329.7092 549573.9524141.03’149.00’54^13’50.63" 76.30’ 18.40’

150.00’

1000.00’

736664.5854 556055.71422994.92’14^58’28.41" 98.54’1506.04’11459.19’

F-16

745813.9319 549526.4555149.64’51^57’41.38" 18.55’165.00’ 80.41’

746024.3848 549742.041348^28’17.00" 11.12’115.00’ 51.77’97.29’

745866.5208 549890.148060^00’00.00" 13.92’51.96’94.25’90.00’

746024.3848 549742.0413-1.00’-1.00’115.00’254^10’11.00" 510.15’

746616.0247 550639.223525.50’955.37’ 436.66’26^11’15.18" 222.21’

746786.0472 550547.85022.67’955.37’ 142.70’08^33’30.00" 71.49’

746287.4857 549572.255677.37’140.00’ 243.88’99^48’31.76" 166.28’

746307.1690 549556.8423115.00’ 332.15’ 903.13’165^29’12.00" 795.43’

746517.9082 549533.5093141.37’90.00’90^00’00.82" 90.00’ 37.28’

746287.4857 549572.255618^22’02.00" 22.63’ 1.82’140.00’ 44.88’

746307.1690 549556.842355^41’29.00" 60.75’ 15.06’115.00’ 111.78’

746179.4388 549284.622350^10’17.20" 77.24’ 17.18’165.00’ 144.48’

747920.1193 548708.198409^20’00.49" 9.53’2864.93’ 466.70’ 233.87’

BET 5110

745614.1876 548895.94113 ARORA CAP BAR

746453.0638 550078.24214 ARORA CAP BAR

745670.2781 550435.360853 PK

746314.3787 549426.366358 DRILL HOLE

746942.4217 549372.112060 PTT

747612.2636 549270.671262 PTT

EXISTING ROUTE U.S. 46 \



PROPOSED ACCESS ROAD A \

PROPOSED ACCESS ROAD A \

EXISTING C.R. 615 (FAIRFIELD ROAD) \




OFFSET NORTH COORD. EAST COORD.

745216.9415 548428.6809

PLAN STATIONFIELD

LOCATED STATIONDESCRIPTION

NJDOT MON.105+00 105+00.43 ON LINE

745541.3457 548808.7857110+00 110+00.18 ON LINE

745849.0109 549202.7964115+00 115+00.12 0.12’ LT

746472.5838 550108.2958126+00 125+99.87 0.09’ LT

746750.4214 550524.1630ON LINE130+99.92131+00

EXISTING N.J.D.O.T. MONUMENTS

746192.2297 549688.70490.08’ LT120+94.92 NJDOT MON. (DISTURBED)

NJDOT MON.

NJDOT MON.

NJDOT MON.

NJDOT MON.

60

PROPOSED RAMP D \

-5.72’ 746189.4566 549430.7910 P.C. 44+46.5931+68.30

7+75.79 -16.97’ 746077.8738 549387.8523 P.C.C. 45+69.57

6+94.26 -15.17’ 746022.1214 549328.3350 P.T. 46+51.14

4+85.37 -19.10’ 745885.6262 549170.1611 P.O.E. 48+60.07

46^58’22.07" 122.97’ 65.18’ 13.55’ 746183.0733 549280.9268

04^40’25.87" 81.57’ 40.81’ 0.83’ 746779.2039 548675.0157

120+95.60

OFFSET + MEANS RIGHT OF BASELINE - MEANS LEFT OF BASELINE








61

62

34+97.01 +214.62’ 746535.9306 549622.6468 P.O.B. 10+00.00

36+11.15 +351.15’ 746661.3948 549748.8515 P.C. 11+77.96

PROPOSED ACCESS ROAD A \36+56.95 +416.20’ 746712.6232 549809.7131 P.T. 12+57.60

PROPOSED ACCESS ROAD A \37+03.71 +495.89’ 746766.0758 549885.0827 P.O.E. 13+50.00

L-27 09^29’12.81" 481.00’ 79.64’ 39.91’ 1.65’ 746320.2771 550087.9676

TOWNSHIP OF FAIRFIELD COUNTY OF ESSEX

User

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Date:

Pen Table:

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$U

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$PE

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NEW JERSEY DEPARTMENT OF TRANSPORTATION

TIES

ROUTE U.S. 46 AT HOLLYWOOD AVENUE

CONTRACT NO. 053950370

SCALE: 1"=100’

0100’ 100’ 200’50’

T-2



MICHAEL G. WRIGHT, P.E.

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE02963100

STATE FEDERAL PROJECT NO.

N.J. NHS-7802(161)

Documents

ALIGNMENT SCHEMATIC PLAN - New Jersey...centroid n - [(centroid n - grid n)/combine scale factor]=north value modified local project coordinates centroid e - [(centroid e - grid e)/combined