alignment schematic plan - new jersey...centroid n - [(centroid n - grid n)/combine scale...
TRANSCRIPT
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
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C
C
C
C
A
1011
12
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15 16
2021
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2526
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3435
1
2
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4
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A
C
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A
4041
42
43
44
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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 \
PROPOSED C.R. 625(HOLLYWOOD AVENUE) \
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
Existing C.R. 625 (Hollywood Ave) \ P.O.L. 12+87.32
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 =
Existing C.R. 625 (Hollywood Ave) \ P.O.L. 7+53.60
PROP. RAMP A \ P.O.E. 16+78.72 =
Existing C.R. 625 (Hollywood Ave) \ P.O.L. 6+94.59
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
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.
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
Existing C.R. 625 (Hollywood Ave) \ P.O.L. 13+27.54
L-27
PROPOSED C.R. 625(HOLLYWOOD AVENUE) \
53 (PK NAIL IN SIDEWALK)
ELEV. 175.51
41
42
43
44
45
46
N 08̂
36’4
1" W
677.4
8’
PROPOSED C.R. 625(HOLLYWOOD AVENUE) \
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
ARORA and ASSOCIATES, P.C.
PROFESSIONAL ASSOCIATION
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
N. J. Plane Coordinate Syste
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’
N. J. Plane Coordinate Syste
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
N. J. Plane Coordinate Syste
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
N. J. Plane Coordinate Syste
m
NA
D 19
83
N. J. Plane Coordinate Syste
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)
N. J. Plane Coordinate Syste
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
NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES
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.
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
ARORA and ASSOCIATES, P.C.
PROFESSIONAL ASSOCIATION
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 \
EXISTING ROUTE U.S. 46 \
EXISTING ROUTE U.S. 46 \
PROPOSED ACCESS ROAD A \
PROPOSED ACCESS ROAD A \
EXISTING C.R. 615 (FAIRFIELD ROAD) \
EXISTING C.R. 615 (FAIRFIELD ROAD) \
EXISTING C.R. 615 (FAIRFIELD ROAD) \
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
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
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.
NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83-96) TO THE MODIFIED LOCAL PROJECT COORDINATES
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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Plot
Date:
Pen Table:
Desig
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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
ARORA and ASSOCIATES, P.C.
PROFESSIONAL ASSOCIATION
MICHAEL G. WRIGHT, P.E.
NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE02963100
STATE FEDERAL PROJECT NO.
N.J. NHS-7802(161)