NACOTE CREEK BRIDGE REPLACEMENT (PR-07) OLD NEW YORK ROAD (CR610) OVER NACOTE CREEK Port Republic City, Atlantic County, New Jersey GEOTECHNICAL FOUNDATION REPORT Prepared for COUNTY OF ATLANTIC August 2020 SO 154456 Prepared By 300 American Metro Blvd, Suite 154 Hamilton, NJ 08619
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Geotechnical Foundation Report Michael Baker International
Nacote Creek Bridge Replacement
APPENDIX D SOIL PROFILES
-120
-110
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
10
-120
-110
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0
10
Project Number: 154456
Abutments and Piers Borings
North Abutment
Asphalt
LITHOLOGY GRAPHICS
Ele
vatio
n (f
t)
NJD
OT
H:\G
EO
TE
CH
\PR
OJE
CT
S\P
RIN
CE
TO
N\N
AC
OT
EC
RE
EK
_OLD
YO
RK
AV
E\G
INT
\NA
CO
TE
BR
IDG
E B
OR
ING
S.G
PJ
8/
10/1
7H
:\GE
OT
EC
H\P
RO
JEC
TS
\PR
INC
ET
ON
\NA
CO
TE
CR
EE
K_O
LDY
OR
KA
VE
\GIN
T\L
IBR
AR
Y-N
JDO
T-N
AC
OT
E.G
LB
Gravel with Silt Sand with Silt Sandy Clay
Clayey Sand Organic silt or clay Gravel High Plasticity Clay Sand
Low Plasticity Clay
Nacote Creek BridgeSilty Sand
South Abutment
B-1
E.L. 7
E.L. 8
E.L. -20
E.L. -25
E.L. -29
E.L. -37
E.L. -47
6
13
12
11
14
13
32
8
8
22
40
41
28
67
35
36
17
E.O.B. -78
50/0.3
B-2
E.L. -4
E.L. -12
E.L. -17
E.L. -23
E.L. -33
E.L. -40
E.L. -76
E.L. -80
21
4
9
14
5
5
26
42
29
9
45
20
47
19
21
63
43
81
E.O.B. -106
E.L. -4
E.L. -15
E.L. -22
E.L. -32
11
13
10
18
7
B-3
E.L. -39
E.L. -76
E.L. -82
6
10
39
34
32
32
28
31
25
61
74
54
78
83
E.O.B. -105
B-4
E.L. -7
E.L. -15
E.L. -20
E.L. -28
E.L. -36
E.L. -73
E.L. -79
8
16
12
20
6
5
11
43
30
17
42
47
18
16
44
4
46
E.O.B. -92
B-5
E.L. -3
E.L. -15
E.L. -21
E.L. -30
E.L. -35
E.L. -74
E.L. -80
9
16
11
13
6
5
10
31
38
21
31
25
31
14
24
30
E.O.B. -89 B-6
E.L. -4
E.L. -11
E.L. -17
E.L. -31
E.L. -36
E.L. -75
E.L. -79
13
14
12
21
6
7
17
24
26
12
43
13
47
15
13
39
E.O.B. -90
E.L. 7.5
E.L. 8.5
E.L. -11.5
E.L. -14.5
E.L. -29.5
E.L. -36.5
E.L. -76.5
32
2
4
5
23
16
16
8
8
21
41
28
27
54
51
13
24
E.O.B. -77.5B-7
WORWOR WOR WOR
Geotechnical Foundation Report Michael Baker International
Nacote Creek Bridge Replacement
APPENDIX E
LABORATORY TEST RESULTS
B-1
S-1049.0-51.0 Light gray CLAYEY SAND SC
A-6(5) 17.8 35 14 46 24
B-2
S-1995.0-97.0 Brown SILTY SAND SM
A-2-4(0) 17.1 16 1
B-3
S-839.0-41.0 Light brown POORLY GRADED SAND
with SILTSP-SMA-3(0) 21.2 9 5
B-3
S-1574.0-76.0 Gray FAT CLAY CH
A-7-6(60) 30.9 75 16 93 43
B-4
S-1363.0-65.0 Brown POORLY GRADED SAND with
SILTSP-SMA-3(0) 21.2 8 4
B-5
S-1364.0-66.0 Brown POORLY GRADED SAND SP
A-3(0) 16.3 3 1
B-5
S-1679.0-81.0 Gray POORLY GRADED SAND with
SILTSP-SMA-3(0) 21.8 7 3
B-6
S-1154.0-56.0 Light brown SILTY SAND SM
A-2-4(0) 43.6 NP NP 27 13
B-6
S-1574.0-76.0 Gray FAT CLAY CH
A-7-6(52) 33.9 72 26 97 46
B-7
S-1049.0-51.0 Light brown SILTY SAND SM
A-2-4(0) 21.8 16 7
B-7
S-1784.0-86.0 Gray FAT CLAY with SAND CH
A-7-6(48) 33.6 81 22 78 33
LiquidLimit
TriaxialCompression
*
OrganicContent
(%)
Refer to Laboratory Test Curves
Project: Nacote Creek Bridge Borings
Atterberg Limits
<2µ(%)
<#200(%)
Sheet 1 of 1
Note: The soil classification is based partially on visual classification unless both grain size and Atterberg limits are performed.
Strain(%)
Com
pact
ion
USCS andAASHTOSymbols
Project No.: 60408515
UU
WaterContent
(%)
UnconfinedCompression
Grain SizeDry UnitWeight
(pcf)Classification
SUMMARY OF LABORATORY TEST RESULTS
CIUPlasticLimit
Depth(ft)
SpecificGravity
Per
mea
bilit
y(c
m/s
ec)
Con
solid
atio
n
Strength(psi)
SpecialTests
Boringand
SampleNumbers
LAB_SUMMARY_BLUEBELL_AASHTO 60408515_2017-02-20_NACOTE CREEK BRIDGE.GPJ URS_BLUE.GDT 2/23/17
Nacote Creek Bridge Borings
Project No.: 60408515 (Assignment No. 2017-02-20)
Date: 2/23/2017
SAMPLE DEPTHBORING No. RANGE BURMISTER CLASSIFICATION
B-1 S-10 49.0-51.0 Light gray f SAND, and (+) silty clay
B-2 S-19 95.0-97.0 Brown mf SAND, little m gravel little silt
B-3 S-8 39.0-41.0 Light brown mf SAND, trace (+) silt
B-3 S-15 74.0-76.0 Gray CLAY, trace (+) mf sand
B-4 S-13 63.0-65.0 Brown mf SAND, trace (+) silt
B-5 S-13 64.0-66.0 Brown cf SAND, trace (-) silt
B-5 S-16 79.0-81.0 Gray mf SAND, trace (+) silt
B-6 S-11 54.0-56.0 Light brown mf SAND, some silt
B-6 S-15 74.0-76.0 Gray CLAY, trace (-) mf sand
B-7 S-10 49.0-51.0 Light brown cf SAND, little silt
B-7 S-17 84.0-86.0 Gray CLAY, some (-) cf sand
1 of 1
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
100
SILT OR CLAYSAND
3
COBBLES
February 2017
coarse finemediumfinecoarse
U.S. STANDARDSIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
Figure 1Project Number
60408515
6
Boring
Sample
Spec
Depth (ft)
% +3"
% Gravel
% Sand
% Fines
% -2µ
Cc
Cu
LL
PL
PI
AASHTO
USCS
w (%)
2"
1 1/2"
1"
3/4"
1/2"
3/8"
4
10
20
40
60
100
200
100.0
98.5
76.5
45.7
100.0
88.3
86.4
85.9
85.8
85.7
85.5
65.4
28.3
15.8
100.0
97.5
83.2
23.3
9.0
B-1
S-10
49.0-51.0
0.0
0.0
54.3
45.7
24
35
14
21
A-6(5)
SC
17.8
B-2
S-19
95.0-97.0
0.0
14.1
70.1
15.8
1
1.92
4.39
A-2-4(0)
SM
17.1
B-3
S-8
39.0-41.0
0.0
0.0
91.0
9.0
5
1.56
2.60
A-3(0)
SP-SM
21.2
404 604 10
PERCENT FINER
20
GRAVEL
PARTICLE SIZE (mm)
DESCRIPTION AND REMARKS
Nacote Creek Bridge Borings
2
SYMBOL
ParticleSize
(Sieve #)
SYMBOL
1.5
PARTICLE SIZE DISTRIBUTION
200
Light gray CLAYEY SAND (SC)
Brown SILTY SAND (SM)
Light brown POORLY GRADED SAND with SILT (SP-SM)
PE
RC
EN
T P
AS
SIN
G
3/83/41
SIE
VE
_BLU
EB
ELL
_AA
SH
TO
60
408
515_
201
7-02
-20_
NA
CO
TE
CR
EE
K B
RID
GE
.GP
J U
RS
_BLU
E.G
DT
2/2
3/1
7
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
100
SILT OR CLAYSAND
3
COBBLES
February 2017
coarse finemediumfinecoarse
U.S. STANDARDSIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
Figure 2Project Number
60408515
6
Boring
Sample
Spec
Depth (ft)
% +3"
% Gravel
% Sand
% Fines
% -2µ
Cc
Cu
LL
PL
PI
AASHTO
USCS
w (%)
2"
1 1/2"
1"
3/4"
1/2"
3/8"
4
10
20
40
60
100
200
100.0
98.9
95.8
93.5
92.7
100.0
99.8
85.4
42.4
10.6
7.7
100.0
96.6
53.3
15.9
5.3
2.8
B-3
S-15
74.0-76.0
0.0
0.0
7.3
92.7
43
75
16
59
A-7-6(60)
CH
30.9
B-4
S-13
63.0-65.0
0.0
0.0
92.3
7.7
4
1.04
2.38
A-3(0)
SP-SM
21.2
B-5
S-13
64.0-66.0
0.0
0.0
97.2
2.8
1
1.05
2.52
A-3(0)
SP
16.3
404 604 10
PERCENT FINER
20
GRAVEL
PARTICLE SIZE (mm)
DESCRIPTION AND REMARKS
Nacote Creek Bridge Borings
2
SYMBOL
ParticleSize
(Sieve #)
SYMBOL
1.5
PARTICLE SIZE DISTRIBUTION
200
Gray FAT CLAY (CH)
Brown POORLY GRADED SAND with SILT (SP-SM)
Brown POORLY GRADED SAND (SP)
PE
RC
EN
T P
AS
SIN
G
3/83/41
SIE
VE
_BLU
EB
ELL
_AA
SH
TO
60
408
515_
201
7-02
-20_
NA
CO
TE
CR
EE
K B
RID
GE
.GP
J U
RS
_BLU
E.G
DT
2/2
3/1
7
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
100
SILT OR CLAYSAND
3
COBBLES
February 2017
coarse finemediumfinecoarse
U.S. STANDARDSIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
Figure 3Project Number
60408515
6
Boring
Sample
Spec
Depth (ft)
% +3"
% Gravel
% Sand
% Fines
% -2µ
Cc
Cu
LL
PL
PI
AASHTO
USCS
w (%)
2"
1 1/2"
1"
3/4"
1/2"
3/8"
4
10
20
40
60
100
200
100.0
92.1
44.8
10.0
7.1
100.0
96.5
74.3
43.0
27.5
100.0
98.8
97.8
97.2
B-5
S-16
79.0-81.0
0.0
0.0
92.9
7.1
3
0.91
1.98
A-3(0)
SP-SM
21.8
B-6
S-11
54.0-56.0
0.0
0.0
72.5
27.5
13
NP
NP
NP
A-2-4(0)
SM
43.6
B-6
S-15
74.0-76.0
0.0
0.0
2.8
97.2
46
72
26
46
A-7-6(52)
CH
33.9
404 604 10
PERCENT FINER
20
GRAVEL
PARTICLE SIZE (mm)
DESCRIPTION AND REMARKS
Nacote Creek Bridge Borings
2
SYMBOL
ParticleSize
(Sieve #)
SYMBOL
1.5
PARTICLE SIZE DISTRIBUTION
200
Gray POORLY GRADED SAND with SILT (SP-SM)
Light brown SILTY SAND (SM)
Gray FAT CLAY (CH)
PE
RC
EN
T P
AS
SIN
G
3/83/41
SIE
VE
_BLU
EB
ELL
_AA
SH
TO
60
408
515_
201
7-02
-20_
NA
CO
TE
CR
EE
K B
RID
GE
.GP
J U
RS
_BLU
E.G
DT
2/2
3/1
7
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
100
SILT OR CLAYSAND
3
COBBLES
February 2017
coarse finemediumfinecoarse
U.S. STANDARDSIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
Figure 4Project Number
60408515
6
Boring
Sample
Spec
Depth (ft)
% +3"
% Gravel
% Sand
% Fines
% -2µ
Cc
Cu
LL
PL
PI
AASHTO
USCS
w (%)
2"
1 1/2"
1"
3/4"
1/2"
3/8"
4
10
20
40
60
100
200
100.0
96.9
67.4
30.5
18.0
15.5
100.0
94.7
87.1
82.0
78.4
B-7
S-10
49.0-51.0
0.0
0.0
84.5
15.5
7
3.91
9.48
A-2-4(0)
SM
21.8
B-7
S-17
84.0-86.0
0.0
0.0
21.6
78.4
33
81
22
59
A-7-6(48)
CH
33.6
404 604 10
PERCENT FINER
20
GRAVEL
PARTICLE SIZE (mm)
DESCRIPTION AND REMARKS
Nacote Creek Bridge Borings
2
SYMBOL
ParticleSize
(Sieve #)
SYMBOL
1.5
PARTICLE SIZE DISTRIBUTION
200
Light brown SILTY SAND (SM)
Gray FAT CLAY with SAND (CH)
PE
RC
EN
T P
AS
SIN
G
3/83/41
SIE
VE
_BLU
EB
ELL
_AA
SH
TO
60
408
515_
201
7-02
-20_
NA
CO
TE
CR
EE
K B
RID
GE
.GP
J U
RS
_BLU
E.G
DT
2/2
3/1
7
Geotechnical Foundation Report Michael Baker International
Nacote Creek Bridge Replacement
APPENDIX F
EXISTING PLANS
THOMAS J. ERTLE, PLS
PROFESSIONAL LAND SURVEYOR, NJ LIC. No. 24GS03583400
SH
EE
T N
o. 2
SU
RV
EY
B
AS
EL
IN
E S
TA
: 1
14
+5
0
Corporate Office
1800 Route 34, Suite 101
Wall, NJ 07719
732.312.9800
Regional Offices
Hackettstown, NJ
New York, NY
SURVEY BASE LINE DIAGRAM
SH
EE
T N
o. 3
SU
RV
EY
B
AS
EL
IN
E S
TA
: 1
14
+5
0
PRELIMINARY
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NAD83
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T
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AUG.15, 2016
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C
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DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING
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COPYRIGHT 2016, FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED.
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PROJECT NUMBER:
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SHEET:
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DESIGNED BY:
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CHECKED BY:
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DRAWN BY:
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DATE:
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SCALE:
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FIELD BOOK
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Revised By
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THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE IS SUBJECT TO THE IS SUBJECT TO THE SUBJECT TO THE SUBJECT TO THE TO THE TO THE THE THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS AND LAND SURVEYORS AND LAND SURVEYORS LAND SURVEYORS LAND SURVEYORS SURVEYORS SURVEYORS ADMINISTRATIVE RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 13 CHAPTER 40 13 CHAPTER 40 CHAPTER 40 CHAPTER 40 40 40 SUBCHAPTER 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A PERSON SHALL REMOVE A PERSON SHALL REMOVE A SHALL REMOVE A SHALL REMOVE A REMOVE A REMOVE A A A TITLE BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION AND SECTION AND SECTION SECTION SECTION 13:40-8.3(a)5 ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN OF THE PERSON(S) IN OF THE PERSON(S) IN THE PERSON(S) IN THE PERSON(S) IN PERSON(S) IN PERSON(S) IN IN IN RESPONSIBLE CHARGE AND DATE WHEN SIGNED''.
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%%ULEGEND
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S
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123.45
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SPOT ELEVATION
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BC 123.45
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BOTTOM OF CURB ELEVATION
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TC 123.45
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TOP OF CURB ELEVATION
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123
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CONTOUR
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WATER VALVE
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UTILITY POLE
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SANITARY SEWER MANHOLE
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STORM DRAINAGE MANHOLE
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W
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APPROXIMATE LOCATION OF UNDERGROUND
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WATER LINE
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OVERHEAD WIRES
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FF 123.45
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FINISHED FLOOR ELEVATION
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WV
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D
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BW 123.45
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BOTTOM OF WALL ELEVATION
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TW 123.45
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TOP OF WALL ELEVATION
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DRAINAGE INLET
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LIGHT POLE
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APPROXIMATE LOCATION OF UNDERGROUND
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TELEPHONE LINE
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SANITARY SEWER PIPE
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NOTES: 1.THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO RECORDED AND UNRECORDED EASEMENTS AND ANY OTHER PERTINENT FACTS WHICH A COMPLETE AND ACCURATE TITLE SEARCH MIGHT DISCLOSE. 2.TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD BY FRENCH & TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD BY FRENCH & PARRELLO ASSOCIATES, P.A. BETWEEN THE DATES OF JULY 22, 2016 AND JULY 29, 2016. 3.WETLAND FLAG LOCATIONS SHOWN HEREON WERE DELINEATED BY MICHAEL BAKER WETLAND FLAG LOCATIONS SHOWN HEREON WERE DELINEATED BY MICHAEL BAKER INTERNATIONAL AND LOCATED IN THE FIELD BY FRENCH & PARRELLO ASSOCIATES, ON JULY 26, 2016. 4.THE HORIZONTAL AND VERTICAL DATUM REFERENCED ON THIS SURVEY IS BASED ON GPS THE HORIZONTAL AND VERTICAL DATUM REFERENCED ON THIS SURVEY IS BASED ON GPS OBSERVATIONS AND IS RELATIVE TO NAD 83/NAVD 88 ADJUSTMENT. 5.ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, UTILITY MARKING FOUND IN THE FIELD AND/OR INFORMATION SUPPLIED BY THE UTILITY COMPANIES. SINCE NO PHYSICAL LOCATION OF THE UNDERGROUND FACILITIES HAVE BEEN MADE BY THE UNDERSIGNED, NO GUARANTEE IS BEING MADE FOR THEIR COMPLETENESS OR ACCURACY. 6.THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO MAKE ANY DETERMINATION AS TO THE THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO MAKE ANY DETERMINATION AS TO THE EXISTENCE OR NON-EXISTENCE OF HAZARDOUS MATERIALS. THEREFORE, NO STATEMENT IS BEING HAZARDOUS MATERIALS. THEREFORE, NO STATEMENT IS BEING . THEREFORE, NO STATEMENT IS BEING THEREFORE, NO STATEMENT IS BEING MADE OR IMPLIED HEREON, NOR SHOULD IT BE ASSUMED OR CONSTRUED THAT ANY STATEMENT IS BEING MADE BY THE FACT THAT NO EVIDENCE OF HAZARDOUS MATERIALS IS PORTRAYED HEREON. THE CLIENT SHOULD PURSUE THESE MATTERS SEPARATE AND APART FROM THIS SURVEY. 7.IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEAL OF THE UNDERSIGNED PROFESSIONAL, IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED SEAL OF THE UNDERSIGNED PROFESSIONAL, RAISED SEAL OF THE UNDERSIGNED PROFESSIONAL, OF THE UNDERSIGNED PROFESSIONAL, OF THE UNDERSIGNED PROFESSIONAL, IT IS NOT A VALID COPY OF THE SURVEY AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN HEREON. 8.THIS SURVEY AND THE INFORMATION SHOWN HEREON IS PRIVILEGED AND HAS BEEN PREPARED THIS SURVEY AND THE INFORMATION SHOWN HEREON IS PRIVILEGED AND HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE COUNTY OF ATLANTIC FOR DESIGN PURPOSES ONLY. THIS SURVEY AND THE INFORMATION CONTAINED HEREON CANNOT BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE UNDERSIGNED PROFESSIONAL. 9.SOME FEATURES/STRUCTURES WERE SUPPLEMENTED FROM BRIDGE AND CONSTRUCTION PLANS AS SOME FEATURES/STRUCTURES WERE SUPPLEMENTED FROM BRIDGE AND CONSTRUCTION PLANS AS NOTED IN MAP REFERENCE No. 6. MAP REFERENCES: 1.ROAD RETURN PLAN ENTITLED "LOCATION MAP OF SMITHVILLE-PORT REPUBLIC ROAD, AS ROAD RETURN PLAN ENTITLED "LOCATION MAP OF SMITHVILLE-PORT REPUBLIC ROAD, AS MONUMENTED FOR, ATLANTIC COUNTY, NEW JERSEY", DATED 1933, AND FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE AS FILE NUMBER 10-C-2. 2.ROAD RETURN PLAN ENTITLED "LOCATION MAP OF PITNEY ROAD, AS MONUMENTED FOR ROAD RETURN PLAN ENTITLED "LOCATION MAP OF PITNEY ROAD, AS MONUMENTED FOR ATLANTIC COUNTY, NEW JERSEY", DATED 1933, AND FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE. 3.A PLAN ENTITLED "PLAN SHOWING EXISTING RIGHT-OF-WAY AND SLOPE RIGHTS TO BE A PLAN ENTITLED "PLAN SHOWING EXISTING RIGHT-OF-WAY AND SLOPE RIGHTS TO BE SECURED FOR RECONSTRUCTION OF APPROACHES TO BRIDGE OVER NACOTE CREEK ON SMITHVILLE - PORT REPUBLIC ROAD, PORT REPUBLIC CITY, ATLANTIC COUNTY, NEW JERSEY", FILED WITH THE COUNTY CLERKS' OFFICE AS FILE NUMBER 103PR-14. 4.A MINOR SUBDIVISION PLAN ENTITLED "HANSELMAN - MINOR SUBDIVISION, BLOCK 11, LOTS 49, A MINOR SUBDIVISION PLAN ENTITLED "HANSELMAN - MINOR SUBDIVISION, BLOCK 11, LOTS 49, 50, 51 & 53, CITY OF PORT REPUBLIC, COUNTY OF ATLANTIC, STATE OF NEW JERSEY", PREPARED BY DUFFY, DOLCY, McMANUS & ROESCH, DATED JANUARY 26, 2005, LAST REVISED APRIL 13, 2005. FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE AS FILE No. 2005070285. 5.THE OFFICIAL TAX MAP OF THE CITY OF PORT REPUBLIC, ATLANTIC COUNTY, NEW JERSEY THE OFFICIAL TAX MAP OF THE CITY OF PORT REPUBLIC, ATLANTIC COUNTY, NEW JERSEY SHEET No.s 16 & 17. 6.BRIDGE CONSTRUCTION DRAWINGS ENTITLED "2007 SUPERSTRUCTURE REPAIRS AT, NACOTE BRIDGE CONSTRUCTION DRAWINGS ENTITLED "2007 SUPERSTRUCTURE REPAIRS AT, NACOTE CREEK BRIDGE (PR-7), IN PORT REPUBLIC CITY", PREPARED BY ATLANTIC COUNTY, DEPARTMENT OF REGIONAL PLANNING AND DEVELOPMENT DIVISION OF ENGINEERING, SIGNED AND DATED FEBRUARY 21, 2008. DEED REFERENCES: DEED FOR BLOCK 11, LOT 47 AS SET FORTH IN A BARGAIN AND SALE DEED WITH COVENANTS FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 13521, PAGE 73661, DATED DECEMBER 14, 2012. (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD] (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD] DEED FOR BLOCK 11, LOT 51 AS SET FORTH IN A CORRECTIVE DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 12787, PAGE 15279, DATED FEBRUARY 25, 2008. (PLOTTED (PLOTTED AND SHOWN) [AFFECTS SAINT JOHN'S LANE]. DEED FOR BLOCK 11, LOT 54 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 7290, PAGE 77918, DATED AUGUST 29, 2002. (PLOTTED AND SHOWN). (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD AND SAINT JOHN'S LANE] DEED FOR BLOCK 11, LOT 55 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 6484, PAGE 331, DATED MAY 20, 1990. (PLOTTED AND SHONW). AFFECTS (PLOTTED AND SHONW). AFFECTS NACOTE CREEK & SMITHVILLE - PORT REPUBLIC ROAD). DEED FOR BLOCK 11, LOT 56 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 2978, PAGE 49, DATED OCTOBER 21, 1975. (PLOTTED AND SHOWN). (PLOTTED AND SHOWN). [AFFECTS SAINT JOHN'S LANE]. DEED FOR BLOCK 29, LOT 23.01 AS SET FORTH IN A CORRECTIVE DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 13807, PAGE 54054, DATED SEPTEMBER 30, 2014. (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD]. A 28.50 ROAD WIDENING EASEMENT FOR BLOCK 29, LOT 23.01 AS SET FORTH IN A CORRECTIVE DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 13807, PAGE 54054, DATED SEPTEMBER 30, 2014. (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD]. DEED FOR BLOCK 29, LOT 23.02 AS SET FORTH IN A NOTICE OF SETTLEMENT FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE AS CFN No. 0106033. (PLOTTED AND SHOWN). [AFFECTS (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD]. DEED FOR BLOCK 29, LOT 23.03 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 13538, PAGE 3904, DATED JANUARY 22, 2013. (PLOTTED AND (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD]. A 28.50 ROAD WIDENING EAEMENT FOR BLOCK 29, LOT 23.03 AS SET FORTH IN A DEED OF PROPERTY FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 6634, PAGE 246, DATED FEBRUARY 23, 2000. (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPBLIC ROAD]. (PLOTTED AND SHOWN). [AFFECTS SMITHVILLE - PORT REPBLIC ROAD]. A RIGHT OF WAY EASEMENT FOR BLOCK 29, LOT 23.03 AS SET FORTH IN A MAP ENTITLED RIGHT-OF-WAY MAP #36-108 FIELD WITH THE ATLANTIC COUNTY CLERK'S OFFICES IN DEED BOOK 3330, PAGE 100, DATED APRIL 3, 1979. (PLOTTED AND SHOWN). [AFFECTS UTILITY POLE #27504 (PLOTTED AND SHOWN). [AFFECTS UTILITY POLE #27504 AND UNDERGROUND ELECTRICAL CABLE]. DEED FOR BLOCK 29, LOT 23.03 AS SET FOR IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 4528, PAGE 224, DATED SEPTEMBER 8, 1987. [EASEMENT AND [EASEMENT AND COVENANTS LISTED IN AFFECT LOT 23.03]. DEED FOR BLOCK 33, LOT 8 AS SET FORTH IN A MORTGAGE FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 4653, PAGE 114 DATED FEBRUARY 13, 2003. (PLOTTED AND (PLOTTED AND SHOWN). [AFFECTS NACOTE CREEK AND RIVERSIDE DRIVE]. DEED FOR BLOCK 34, LOT 3.01 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLEKR'S OFFICE IN DEED BOOK 5358, PAGE 268, DATED MAY 13, 1992. (PLOTTED AND SHOWN). (PLOTTED AND SHOWN). [AFFECTS PITNEY ROAD AND RIVERSIDE DRIVE]. DEED FOR BLOCK 35, LOT 1.01 AS SET FORTH IN A DEED FILED WITH THE ATLANTIC COUNTY CLERK'S OFFICE IN DEED BOOK 6322, PAGE 33, DATED JULY 6, 1998. (PLOTTED AND SHOWN) [AFFECTS SMITHVILLE - PORT REPUBLIC ROAD AND PITNEY ROAD]. BENCH MARKS BM-1 - BENCH TIE IN UTILITY POLE, ELEVATION 4.24 BM-2 - BENCH TIE IN UTILITY POLE, ELEVATION 8.31 GEODETIC MONUMENT - 634-06.2 DESCRIPTION:ALUMINUM DISK SET IN CONCRETE MONUMENT IN THE TRAFFIC ISLAND IN THE SOUTH ALUMINUM DISK SET IN CONCRETE MONUMENT IN THE TRAFFIC ISLAND IN THE SOUTH CORNER OF PITNEY ROAD (C.R. 634) AND OLD NEW YORK ROAD (C.R. 610). 27'±EAST OF THE PHYSICAL CENTERLINE OF PITNEY ROAD. 32'± WEST OF THE PHYSICALCENTERLINE OF OLD NEW YORK ROAD. 18'± SOUTH OF THE STONE MEMORIAL.DISK IS 0.2± BELOW THE GROUND. SET BY ATLANTIC COUNTY IN 2005 AND LASTRECOVERED IN 2015. MARKER TYPE:CONCRETE MONUMENT, IN GOOD CONDITION CONCRETE MONUMENT, IN GOOD CONDITION NORTHING: 248627.18 (NAD83, SURVEY FEET) 248627.18 (NAD83, SURVEY FEET) EASTING: 496533.19 (NAD83, SURVEY FEET) 496533.19 (NAD83, SURVEY FEET) COMBINED SCALE FACTOR: 0.9999 ELEVATION (NAVD 1988):3.55 FEET 3.55 FEET ELEVATION (NGVD 1927):4.82 FEET 4.82 FEET
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EXISTING CONDITIONS PLAN FOR A PORTION OF OLD YORK ROAD OVER THE NACOTE CREEK & AT THE INTERSECTION OF PITNEY ROAD & RIVERSIDE DRIVE SITUATED IN CITY OF PORT REPUBLIC ATLANTIC COUNTY, NEW JERSEY
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BASE LINE NOTES: 1.SURVEY BASE LINE STATIONING SHOWN REFERENCES ROAD RETURN PLANS PROVIDED BY SURVEY BASE LINE STATIONING SHOWN REFERENCES ROAD RETURN PLANS PROVIDED BY THE COUNTY OF ATLANTIC ENTITLED" LOCATION MAP OF SMITHVILLE-PORT REPUBLIC ROAD, AS MONUMENTED FOR, ATLANTIC COUNTY, NEW JERSEY", DATED 1933, AND FILED WITHE ATLANTIC COUNTY CLERK'S OFFICE AS FILE NUMBER 10-C-2. IN ADDITION TOO, A PLAN ENTITLED "LOCATION MAP OF PITNEY ROAD, AS MONUMENTED FOR ATLANTIC COUNTY, NEW JERSEY", DATED 1933, AND FILED WITH THE COUNTY CLERK'S OFFICE. 2.SUVEY BASE LINE STATIONING SHOWN FOR RIVERSIDE DRIVE WAS ASSIGNED STATIONING SUVEY BASE LINE STATIONING SHOWN FOR RIVERSIDE DRIVE WAS ASSIGNED STATIONING VALUES FOR THESE DRAWINGS BUT DO NOT REFERENCE ANY SPECIFIC PLANS.
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BODY OF WATER
THOMAS J. ERTLE, PLS
PROFESSIONAL LAND SURVEYOR, NJ LIC. No. 24GS03583400
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1800 Route 34, Suite 101
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732.312.9800
Regional Offices
Hackettstown, NJ
New York, NY
PRELIMINARY
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Reflectors (Typ).
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Guy Wire
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One Way Sign
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Stop Sign
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Stop Sign
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Yield Sign
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DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING
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COPYRIGHT 2016, FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED.
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THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE IS SUBJECT TO THE IS SUBJECT TO THE SUBJECT TO THE SUBJECT TO THE TO THE TO THE THE THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS AND LAND SURVEYORS AND LAND SURVEYORS LAND SURVEYORS LAND SURVEYORS SURVEYORS SURVEYORS ADMINISTRATIVE RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 13 CHAPTER 40 13 CHAPTER 40 CHAPTER 40 CHAPTER 40 40 40 SUBCHAPTER 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A PERSON SHALL REMOVE A PERSON SHALL REMOVE A SHALL REMOVE A SHALL REMOVE A REMOVE A REMOVE A A A TITLE BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION AND SECTION AND SECTION SECTION SECTION 13:40-8.3(a)5 ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN OF THE PERSON(S) IN OF THE PERSON(S) IN THE PERSON(S) IN THE PERSON(S) IN PERSON(S) IN PERSON(S) IN IN IN RESPONSIBLE CHARGE AND DATE WHEN SIGNED''.
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EXISTING CONDITIONS PLAN FOR A PORTION OF OLD YORK ROAD OVER THE NACOTE CREEK & AT THE INTERSECTION OF PITNEY ROAD & RIVERSIDE DRIVE SITUATED IN CITY OF PORT REPUBLIC ATLANTIC COUNTY, NEW JERSEY
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THOMAS J. ERTLE, PLS
PROFESSIONAL LAND SURVEYOR, NJ LIC. No. 24GS03583400
Corporate Office
1800 Route 34, Suite 101
Wall, NJ 07719
732.312.9800
Regional Offices
Hackettstown, NJ
New York, NY
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Weight Limit 3 Tons Sign
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LOT 23.03 IS SUBJECT TO RIPARIAN CLAIMS OF THE STAE OF NEW JERSEY AS SHOWN ON A MINOR SUBDIVISION OF LOT 23, BLOCK 29 IN PORT REPUBLIC BY DENNIS E. DUFFY ASSOCIATES DATED APRIL 23, 1987. LOT 23.03 IS SUBJECT TO A 25' WIDE AREA OF NO CLEARING OR CONSTRUCTION RUNNING PARALLEL TO THE WELTANDS LINE AS SHOWN ON A MINOR SUBDIVISION PLAN OF LOT 23, BLOCK 29 IN PORT REPUBLIC BY DENNIS E. DUFFY ASSOCAITES DATED APRIL 23, 1987.
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35 MPH SIGN
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DUE TO INHERENT ERRORS IN REPRODUCTION METHODS, ERRORS MAY OCCUR WHEN SCALING THIS DRAWING
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COPYRIGHT 2016, FRENCH & PARRELLO ASSOCIATES, PA - THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, WITHOUT THE WRITTEN PERMISSION OF FRENCH & PARRELLO ASSOCIATES, PA IS PROHIBITED.
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THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE USE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE OF THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE THIS SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE SURVEY IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE IN ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE ITS PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE PRESENT FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE FORMAT IS SUBJECT TO THE IS SUBJECT TO THE IS SUBJECT TO THE SUBJECT TO THE SUBJECT TO THE TO THE TO THE THE THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS PROFESSIONAL ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS ENGINEERS AND LAND SURVEYORS AND LAND SURVEYORS AND LAND SURVEYORS LAND SURVEYORS LAND SURVEYORS SURVEYORS SURVEYORS ADMINISTRATIVE RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 RULES AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 AND REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 REGULATIONS TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 TITLE 13 CHAPTER 40 13 CHAPTER 40 13 CHAPTER 40 CHAPTER 40 CHAPTER 40 40 40 SUBCHAPTER 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 8 SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A SECTION 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A 13:40-8.2(e) ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A ``NO PERSON SHALL REMOVE A PERSON SHALL REMOVE A PERSON SHALL REMOVE A SHALL REMOVE A SHALL REMOVE A REMOVE A REMOVE A A A TITLE BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION BLOCK FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION FROM ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION ANY PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION PRINT OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION OR REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION REPRODUCTION'' AND SECTION AND SECTION AND SECTION SECTION SECTION 13:40-8.3(a)5 ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN ``THE HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN HANDWRITTEN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN SIGNATURE OF THE PERSON(S) IN OF THE PERSON(S) IN OF THE PERSON(S) IN THE PERSON(S) IN THE PERSON(S) IN PERSON(S) IN PERSON(S) IN IN IN RESPONSIBLE CHARGE AND DATE WHEN SIGNED''.
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EXISTING CONDITIONS PLAN FOR A PORTION OF OLD YORK ROAD OVER THE NACOTE CREEK & AT THE INTERSECTION OF PITNEY ROAD & RIVERSIDE DRIVE SITUATED IN CITY OF PORT REPUBLIC ATLANTIC COUNTY, NEW JERSEY