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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.
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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
CURB RAMP TYPE 7 MODIFIED
\Sta. 26+51 & THROCKMORTON LANE
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"
CURB RAMP TYPE 7 MODIFIED
\Sta. 27+15 & THROCKMORTON LANE
SEE DC-13, DETAIL "F"
CURB RAMP TYPE 1 MODIFIED
\Sta. 26+65 & THROCKMORTON LANE
SEE DC-12, DETAIL "G"
CURB RAMP TYPE 7 MODIFIED
\Sta. 26+51 & THROCKMORTON LANE
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.
NEW JERSEY DEPARTMENT OF TRANSPORTATION
STATE FEDERAL PROJECT NO.
N.J.
CONTRACT NO. 116093070
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
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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
NEW JERSEY DEPARTMENT OF TRANSPORTATION
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
STATE FEDERAL PROJECT NO.
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)
U.S. COAST & GEODETIC MONUMENT NO. 3126
N.J. COAST GEODETIC MONUMENT NO. 4163
CONTRACT NO. 010010001
N.J.P.E. LIC. NO. 99999
John L. Doe
Individual, Firm, Partnership, etc.
(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=
NEW JERSEY DEPARTMENT OF TRANSPORTATION
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' "
NO. RADIUS TANGENT LENGTH
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
STATE FEDERAL PROJECT NO.
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
Individual, Firm, Partnership, etc.
(signature) (date)
CONTRACT NO. 010010001
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
STATE FEDERAL PROJECT NO.
N.J.
NO. RADIUS TANGENT LENGTH
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
Individual, Firm, Partnership, etc.
(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)
U.S. COAST & GEODETIC MONUMENT NO. 3126
N.J. GEODETIC MONUMENT NO. 4163
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)
U.S. COAST & GEODETIC MONUMENT NO. 3126
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=