Plans.pdf
PDF 25 MB Posted
- Solicitation number
- W912DS26BA024
About this file
This is a design and construction plans document for the Sea Bright to Manasquan FY26 Renourishment project, issued by the U.S. Army Corps of Engineers New York District under Solicitation No. W912DS26BA024. The project encompasses coastal storm risk management through beach fill placement across three communities in Monmouth County, New Jersey: Sea Bright, Monmouth Beach, and Long Branch. The base bid specifies approximately 595,000 cubic yards (CY) of beachfill, with multiple contract options ranging from 155,000 CY to 348,000 CY, for a total optional quantity of 791,000 CY. The project includes a strict environmental no-work period from March 1 through October 15 and an optional remobilization/demobilization provision to accommodate environmental windows. Construction cost is estimated between $50,000,000 and $100,000,000.
The plans document contains 27 detailed sheets including general plans, placement plans for the base Monmouth Beach section (Stations 278+00 to 229+00), Sea Bright base sections (Stations 106+00 to 61+00), Long Branch option (Stations 346+00 to 317+00), Sea Bright North and South options, and cross-sections for all project areas. Design specifications require a 140-foot sand fill berm at elevation 9.3 feet with 1:20 and 1:10 slopes, applying templates where existing ground is below proposed grades. Borrow areas are designated with specific coordinates and maximum allowable cut depths ranging from -54 feet to -77 feet. The survey data is based on Fall 2025 conditions and meets federal accuracy standards (EM 1110-2-1003 and EM 1110-1-1005), with elevations referenced to NAVD88 and horizontal coordinates to NAD 1983 New Jersey State Plane Coordinate System. Contractors are responsible for field verification, debris removal prior to placement, and restoration of any damaged utilities.
View the file
Other files
Show all 37
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW YORK DISTRICT
COASTAL STORM RISK MANAGEMENT
SEA BRIGHT TO MANASQUAN PROJECT
FY26 RENOURISHMENT
MONMOUTH COUNTY, NEW JERSEY
W912DS26BA024
US Army Corps of Engineers ®
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
C O
VE
R
S H
EE
T
AN
D
IN
D
EX
T
O D
R
AW
IN
G
S
G-001
DATE
DATE
APPROVED:
This project was designed by the New York District of the U.S. Army Corps of Engineers.
The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
STAN SEDWICK, P.E.
SUBMITTED:
ENCER R. SHAFFER, P.E.
CHIEF, DESIGN BRANCH
CHIEF, ENGINEERING DIVISION
MONMOUTH BASE
LONG BRANCH OPTION
SEA BRIGHT BASE
SEA BRIGHT NORTH OPTION
SEA BRIGHT SOUTH OPTION
INDEX TO DRAWINGS
G-001 COVER SHEET AND INDEX TO DRAWINGS 1 OF 27
G-101 GENERAL PLAN 2 OF 27
C-101 MONMOUTH BEACH BASE PLAN STA 278+00 TO 252+00 3 OF 27
C-102 MONMOUTH BEACH BASE PLAN STA 258+00 TO 229+00 4 OF 27
C-103 SEA BRIGHT BEACH BASE PLAN STA 106+00 TO 77+00 5 OF 27
C-104 SEA BRIGHT BEACH BASE PLAN STA 90+00 TO 61+00 6 OF 27
C-105 LONG BRANCH BEACH OPTION PLAN STA 346+00 TO 317+00 7 OF 27
C-106 SEA BRIGHT BEACH SOUTH OPTION PLAN STA 203+00 TO 174+00 8 OF 27
C-107 SEA BRIGHT BEACH SOUTH OPTION PLAN STA 182+00 TO 153+00 9 OF 27
C-108 SEA BRIGHT BEACH SOUTH OPTION PLAN STA 153+00 TO 124+00 10 OF 27
C-109 SEA BRIGHT BEACH SOUTH OPTION PLAN STA 124+00 TO 95+00 11 OF 27
C-110 SEA BRIGHT BEACH NORTH OPTION PLAN STA 71+00 TO 42+00 12 OF 27
C-111 SEA BRIGHT BEACH NORTH OPTION PLAN STA 42+00 TO 13+00 13 OF 27
C-112 SEA BRIGHT BEACH NORTH OPTION PLAN STA 18+00 TO 0+00 14 OF 27
C-113 BORROW AREA PLAN 15 OF 27
C-114 BORROW AREA PROFILES 16 OF 27
C-301 MONMOUTH BASE CROSS SECTIONS STA 240+00 TO STA 264+00 17 OF 27
C-302 MONMOUTH BASE CROSS SECTIONS STA 267+00 TO STA 273+00 18 OF 27
C-303 SEA BRIGHT BASE CROSS SECTIONS STA 66+00 TO STA 90+00 19 OF 27
C-304 SEA BRIGHT BASE CROSS SECTIONS STA 93+00 TO STA 99+00 20 OF 27
C-305 LONG BRANCH OPTION CROSS SECTIONS STA 321+00 TO STA 342+00 21 OF 27
C-306 SEA BRIGHT SOUTH OPTION CROSS SECTIONS STA 102+00 TO STA 126+00 22 OF 27
C-307 SEA BRIGHT SOUTH OPTION CROSS SECTIONS STA 129+00 TO STA 159+00 23 OF 27
C-308 SEA BRIGHT SOUTH OPTION CROSS SECTIONS STA 162+00 TO STA 186+00 24 OF 27
C-309 SEA BRIGHT NORTH OPTION CROSS SECTIONS STA 9+00 TO STA 33+00 25 OF 27
C-310 SEA BRIGHT NORTH OPTION CROSS SECTIONS STA 36+00 TO STA 60+00 26 OF 27
C-311 SEA BRIGHT NORTH OPTION CROSS SECTIONS STA 63+00 27 OF 27
0+00
10+00
20+00
30+00
40+00
50+00
60+00
70+00
80+00
90+00
100+00
110+00
120+00
130+00
140+00
150+00
160+00
170+00
180+00 190+00
200+00
210+00
220+00
230+00
240+00
250+00
260+00 270+00
280+00
290+00
300+00
310+00
320+00 330+00
340+00
350+00
360+00
370+00
380+00
390+00
400+00
410+00
420+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
G
EN
ER
AL
P
LA
N
G-101
MONMOUTH BEACH BASELONG BRANCH OPTION SEA BRIGHT SOUTH OPTION SEA BRIGHT BASE SEA BRIGHT NORTH OPTION
BORROW AREA 1
BORROW AREA 2
BORROW AREA 3
BORROW AREA 6
BORROW AREA 5
BORROW AREA 1A EXPANDED
BORROW AREA 4
R1 R2
R3R4R5R6R7R8R9 R10
R11 R12
R13R14 R15R16
R17R19R20 R21R22R23
R25 R26
R27 R28R29
R30R31R32 R34
R36
R18R24
R33 R35
Feet 0 2000 4000
NOTES:
1. THE INFORMATION DEPICTED IN THIS PLAN REPRESENTS THE RESULTS OF A SURVEY MADE BY USACE NEW YORK SURVEY SECTION FROM 06 OCT 2025 TO
05 DEC 2025 AND CAN ONLY BE CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
2. THE SURVEY USED FOR THIS PLAN MEETS EM 1110-2-1003 AND EM 1110-1-1005 ACCURACY STANDARDS.
3. COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983, NEW JERSEY MERCATOR - ZONE 2900, US SURVEY FEET.
4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) IN US SURVEY FEET.
5. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
6. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
7. MEAN LOWER LOW WATER IS 2.5-2.7 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN ESTIMATES OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION.
9. SOUNDINGS SURVEYED FOR THIS PLAN ARE BASED ON A 3' X 3' MEDIAN CELL, SORTED TO A 30' INTERVAL.
10. CONTOURS IN THIS PLAN WERE GENERATED USING THE MAP DATA SET.
11. THE DATA DEPICTED IN THIS PLAN SHOULD NOT BE USED FOR VOLUME CALCULATION PURPOSES.
12. AERIAL IMAGERY PROVIDED BY NJGIN (2020) AND IS FOR ORIENTATION PURPOSES ONLY.
13. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM STATIONS "RTX, NYDOT, SQN SK8, BELMAR AZ MK & CASINO."
14. THE SURVEY USED IN THIS PLAN IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160 AND EM 1110-2-6056.
15. WHERE EXISTING GROUND IS HIGHER THAN PROPOSED, NO FILL IS TO BE PLACED.
16. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR ANY DAMAGE AND RESTORE ANY INTERRUPTIONS TO ANY UTILITY SERVICE THAT MAY BE
CAUSED BY THE CONTRACTOR'S EQUIPMENT OR CONSTRUCTION AT THE CONTRACTOR'S EXPENSE.
17. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION BY CONTRACTORS.
18. THE CONTRACTOR SHALL COLLECT AND REMOVE ALL DEBRIS WITHIN BEACH FILL LIMITS PRIOR TO SAND PLACEMENT (NO DEBRIS SHALL BE BURIED).
19. DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.
SEA BRIGHT
STAGING AREA
MONMOUTH
STAGING AREA
LONG BRANCH
STAGING AREA
SEA BRIGHT TO MANASQUAN REFERENCE LINE
POINT PI STATION NORTHING EASTING DISTANCE DIRECTION POINT PI STATION NORTHING EASTING DISTANCE DIRECTION
R1 0+00.00 571,057.51' 637,923.43' 1061.96' S08° 52' 31.95"E R19 220+90.25' 549,093.56' 638,808.80' 979.24' S03° 39' 29.52"W
R2 10+61.96' 570,008.26' 638,087.28' 4233.04' S05° 55' 35.26"E R20 230+69.49' 548,116.31' 638,746.32' 1176.30' S08° 03' 37.91"E
R3 52+95.00' 565,797.85' 638,524.35' 3670.45' S02° 49' 41.77"E R21 242+45.79' 546,951.64' 638,911.26' 260.04' S00° 26' 10.58"W
R4 89+65.45' 562,131.87' 638,705.46' 363.01' S00° 40' 54.73"E R22 245+05.83' 546,691.61' 638,909.28' 1789.74' S07° 07' 43.93"W
R5 93+28.46' 561,768.89' 638,709.78' 820.50' S11° 46' 40.40"E R23 262+95.57' 544,915.70' 638,687.17' 402.20' S13° 51' 06.26"W
R6 101+48.96' 560,965.66' 638,877.26' 479.56' S02° 55' 34.70"W R24 266+97.76' 544,525.20' 638,590.88' 625.76' S14° 11' 34.89"W
R7 106+28.52' 560,486.75' 638,852.36' 954.11' S01° 05' 36.96"E R25 273+23.52' 543,918.54' 638,437.45' 1232.21' S12° 28' 47.95"W
R8 115+82.63' 559,532.81' 638,870.57' 645.51' S13° 09' 15.19"E R26 285+55.74' 542,715.44' 638,171.17' 818.83' S05° 56' 03.68"W
R9 122+28.14' 558,904.24' 639,017.47' 670.17' S02° 09' 45.63"E R27 293+74.56' 541,901.00' 638,086.52' 428.01' S03° 54' 41.88"E
R10 128+98.30' 558,234.56' 639,042.76' 272.345' S11° 27' 20.08"E R28 298+02.57' 541,473.99' 638,115.71' 1834.37' S06° 15' 21.77"W
R11 131+70.65' 557,967.63' 639,096.85' 1144.98' S01° 21' 29.64"W R29 316+36.94' 539,650.54' 637,915.82' 872.51' S09° 27' 00.36"E
R12 143+15.63' 556,822.98' 639,069.71' 460.33' S10° 32' 26.69"E R30 325+09.45' 538,789.88' 638,059.07' 2058.37' S09° 28' 41.53"W
R13 147+75.95' 556,370.42' 639,153.92' 1720.74' S00° 46' 07.87"W R31 345+67.83' 536,759.60' 637,720.12' 1221.09' S02° 10' 51.54"W
R14 164+96.69' 554,649.83' 639,130.83' 604.52' S02° 30' 07.30"E R32 357+88.91' 535,539.40' 637,673.65' 901.57' S07° 49' 10.04"W
R15 171+01.21' 554,045.89' 639,157.22' 1373.23' S02° 38' 01.21"W R33 366+90.48' 534,646.21' 637,550.99' 890.30' S08° 26' 14.99"W
R16 184+74.44' 552,674.11' 639,094.12' 1192.81' S13° 56' 35.38"W R34 375+80.78' 533,765.55' 637,420.35' 782.33' S10° 07' 02.60"W
R17 196+67.25' 551,516.45' 638,806.70' 1703.38' S00° 24' 09.48"E R35 383+63.12' 532,995.38' 637,282.92' 2423.49' S09° 32' 04.43"W
R18 213+70.63' 549,813.11' 638,818.67' 719.62' S00° 47' 09.14"W R36 407+86.61' 530,605.37' 636,881.49'
PLAN
NORTH
LOCAL CONTROL DATA
BENCHMARK: SQN SK8
NORTHING: 468,752.68'
EASTING: 622124.32'
ELEVATION: 4.37' (NAVD88)
NSRS BENCHMARK
BENCHMARK: CASINO
NORTHING: 517,699.18'
EASTING: 634022.51'
ELEVATION: 12.79' (NAVD88)
255+00
260+00
265+00
270+00
275+00
-20
-24
-22
-20
-10
-22
-18
-16
-14
-12
-8
-6
-4
-2 -2.4
-16
-14
-12 -10
-8
-6
-4
-2.4 -2
1.92
43.94
8 9.3
1.92 3.94
8 9.310 14
-18
-10
-16
-14
-12
-8
-6
-4
-2.4 -2
0 1.9
3.94
9.3
PI
: 2
+9
5.
PI
: 2
+9
7.
PI
: 2
+2
3.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
8+
T
O
+0
M
O N
M O
U
TH
B
EA
C H
B
AS
E
PL
AN
C-101
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
0'
SA
N
D
FI
LL
BERM AT EL.
9.3'
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
STAGING
AREA
ACCESS POINT
OCEAN AVENUE
E639,000 E639,000
N
4, N
5, N
6, N
4, N
5, N
6, PLAN
NORTH
TAPER TO MEET
EXISTING SURFACE
230+00235+00240+00
245+00
250+00
255+00
-18
-16
-20
-10
-22
-18
-16
-14
-12
-8
-6
-4
-2.4-2
1.92
3.9
9.3
-14
-12 -10
-8
-6
-4
-2.4 -2
1.92
43.94
8 9.3
PI
: 2
+6
9.
PI: 242+45.79PI
: 2
+0
5.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
8+
T
O
+0
M
O N
M O
U
TH
B
EA
C H
B
AS
E
PL
AN
C-102
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
0'
SA
N
D
FI
LL
BERM AT EL.
9.3'SL
O
PE
1:
SL
O
PE
1:
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
OCEAN AVENUE
E639,000 E639,000
N
6, N
7, N
8, N
6, N
7, N
8, PLAN
NORTH
TAPER TO MEET
80+00
85+00
90+0095+00
100+00
105+00
-20
-10
-22
-18
-16
-14
-12
-8
-8
-6
-6
-8
-4
-6
-2.4-2
1.92 3.94
8 9.3
-20
-10
-18
-16
-14
-12
-8
-22
-6
-4 -2.4-2
1.92 3.94
89.3 1012 1416
PI
: 8
9+
.4
PI
: 9
3+
.4
PI: 101+48.96
PI
: 1
+2
8.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
6+
T
O
7+
SE
A
BR
IG
H T
BE
AC
H B
AS
E
PL
AN
C-103
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
TAPER INTO EXISTING
GROIN IF NO OPTION
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10
SLO
PE
1:20
SLO
PE
1:10
SEA BRIGHT SOUTH
OPTION
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
1, N
2, N
3, N
1, N
2, N
3, OCEAN AVENUE
PLAN
NORTH
SEA BRIGHT
BASE
65+00
70+00
75+00
80+00
85+00
90+00
-20
-10
-22
-18
-16
-14
-12
-20
-24
-22
-10 -12
-18
-16
-14
-8
-8
-8
-6
-4 -2.4
1.9 3.9
89.3
12 14
-2
-8
-8
-6
-6
-8
-4
-6
-2.4-2
1.92 3.94
8 9.3
PI
: 8
9+
.4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
1+
SE
A
BR
IG
H
T
BE
AC
H
B
AS
E
PL
AN
C-104
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
3, N
4, N
5, N
3, N
4, N
5, OCEAN AVENUE
PLAN
NORTH
SEA BRIGHT
BASE
SEA BRIGHT NORTH
OPTION
TAPER TO MEET
IF NO OPTION
320+00
325+00
330+00
335+00
340+00
345+00
-10
-14
-12
-6
-4
-2.4 -2
0 21.9
2 3.9
9.3
-8
-6 -4
-2.4-2
1.92
3.9
9.3
12 PI
: 3
+3
6.
PI: 325+09.45
PI
: 3
+6
7.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
6+
T
O
+0
LO
N G
B R
AN
C
H B
EA
C
H O
PT
IO
N P
LA
N
C-105
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
TAPER INTO
EXISTING GROIN
0'
SA
N
D
FI
LL
BERM AT EL.
9.3'
SL
O
PE
1:
SL
O
PE
1:
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
STAGING
AREA
ACCESS POINTS
E638,000 E638,000
N
7, N
8, N
9, N
7, N
8, N
9, OCEAN AVENUE N
JO
LIN
E AVE
OCEAN AVENUE N
SEAVIEW
AVE
O C
EAN
TER
R
AC
E
C O
O
PER
AVE
G R
EELEY TER
R
AC
E
W H
ITM
AN
TER
R
AC
E
M
AD
ISO
N
AVE
M
AR
IN
E TER
R
AC
E
MCKINLEY ST
GRANT ST
PLAN
NORTH
MERGE INTO
175+00
180+00
185+00
190+00
195+00
200+00
-20
-22
-18
-16
-14
-20
-10
-22
-18
-16
-14
-12
-8
-6
-4 -2.4-2
1.92 3.94
9.310
-24
-26
-12 -10 -8
-6
-4 -2.4-2
1.92 3.94
9.3
PI
: 1
+7
4.
PI
: 1
+6
7.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
3+
T
O
+0
SE
A
BR
IG
H
T
BE
AC
H
S O
U
TH
O
PT
IO
N
P
LA
N
C-106
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
0'
SA
N
D
FI
LL
BERM AT EL.
9.3'
SL
O
PE
1:
SL
O
PE
1:
10 SL
O
PE
1:
SL
O
PE
1:
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
1, N
2, N
3, N
1, N
2, N
3, OCEAN AVE
PLAN
NORTH
TAPER INTO
155+00
160+00
165+00
170+00
175+00
180+00
-20
-10
-24
-22
-18
-16
-14
-12
-8
-18
-16
-20
-22
-24
-26
-14
-12
-10
-8
-6
-4
-2.4-2 1.92 3.94
9.310
-26
-28
-6
-4 -2.4-2
1.92 3.94
9.310
PI
: 1
+9
6.
PI
: 1
+0
1.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
2+
T
O
+0
SE
A
BR
IG
H
T
BE
AC
H
S O
U
TH
O
PT
IO
N
P
LA
N
C-107
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
0'
SAN
D
FILL
BERM AT EL.
9.3'
SL
O
PE
1:
SL
O
PE
1:
SL
O
PE
1:
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E640,000 E640,000
N
3, N
4, N
5, N
3, N
4, N
5, PLAN
NORTH
125+00
130+00
135+00
140+00
145+00150+00
-18
-16
-14
-12
-20
-18
-16
-14
-12
-10
-8
-6
-4
-4
-2.4
-2
9.3
1.92 3.94
-10 -8
-6
-4 -2.4-2
1.92
3.94
9.310
PI
: 1
+9
8.
PI: 131+70.65
PI
: 1
+1
5.
PI: 147+75.95
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
3+
T
O
+0
SE
A
BR
IG
H
T
BE
AC
H
S O
U
TH
O
PT
IO
N
P
LA
N
C-108
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SA
N
D
FI
LL
BERM AT EL.
9.3'
SL
O
PE
1:
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
STAGING
AREA
ACCESS POINT
E639,000 E639,000
N
6, N
7, N
8, N
6, N
7, N
8, BERM AT EL.
9.3'
SA
N
D
FI
LL
OCEAN AVE
E C H
U R
C H
ST
95+00
100+00
105+00
110+00
115+00
120+00
-26
-24
-20
-10
-18
-16
-14
-12
-8
-22
-6
-4 -2.4-2
1.92 3.94
89.3 1012 1416
-20
-18
-16
-14
-12
-10-8
-6
-4
-2.4 -2
1.92
3.94
9.3
14 16
PI: 101+48.96
PI
: 1
+2
8.
PI
: 1
+8
2.
PI: 122+28.14
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
4+
T
O
5+
SE
A
BR
IG
H T
BE
AC
H S
O U
TH
O
PT
IO
N P
LA
N
C-109
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
9, N
0, N
1, N
9, N
0, N
1, OCEAN AVE
PLAN
NORTH
SEA BRIGHT SOUTH
OPTION
SEA BRIGHT
BASE
45+0050+0055+00
60+00
65+00
70+00
-20 -24
-22
-20
-18
-16
-14 -12
-10-8
-8
-8
-6 -4
-2.4
1.9 3.9
9.3
-2
-10 -12
-18
-16
-14
-8
-8
-8
-6
-4 -2.4
1.9 3.9
89.3
12 14
-2
PI: 52+95.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
2+
SE
A
BR
IG
H
T
BE
AC
H
N O
R
TH
O
PT
IO
N
P
LA
N
C-110
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
4, N
5, N
6, N
4, N
5, N
6, OCEAN AVE
PLAN
NORTH
SEA BRIGHT
BASE
SEA BRIGHT NORTH
OPTION
15+0020+0025+0030+0035+0040+00
-10
-18
-16
-14
-12
-8
-14
-12
-16
-18
-20 -22
-24
-10
-8
-6 -4
3.9
9.3
-2.4
-2
-8
-8
-6
-4 -2.4
1.9 3.9
8 9.3 12 14
-2
1.9
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
3+
SE
A
BR
IG
H
T
BE
AC
H
N O
R
TH
O
PT
IO
N
P
LA
N
C-111
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E639,000 E639,000
N
7, N
8, N
9, N
7, N
8, N
9, OCEAN AVE
VIA R
IPA W
AY
0+00
5+00
10+0015+0020+00
-14
-12
-10
-16
-14
-12
-8
-8
-8
-6
-18
-20
-4 -2-2.4
21.9
4 3.9
9.3
-16
-18
-10
-8
-6 -4
3.9
9.3
-2.4
-2
1.9
PI: 10+61.96
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
+0
SE
A
BR
IG
H
T
BE
AC
H
N O
R
TH
O
PT
IO
N
P
LA
N
C-112
M
AT
C H
L
IN
E C
-1
M
AT
C H
L
IN
E C
-1
APPROXIMATE TOE OF 1:10 SLOPE
REFERENCE LINE
140'
SAN
D
FILL
BERM AT EL.
9.3'
SLO
PE
1:20
SLO
PE
1:10
SLO
PE
1:20
SLO
PE
1:10
Feet 0 100 200
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLACEMENT PLAN SEE SHEETS C-101 THROUGH C-112.
4. FOR BORROW AREA DATA SEE SHEETS C-113 THROUGH C-114.
5. FOR CROSS SECTIONS SEE C-301 THROUGH C-311.
6. SAND PLACEMENT SHOWN IS BASED ON FALL 2025 SURVEYS. CONTRACTOR TO VERIFY IN FIELD WITH
SURVEYS AS CONDITIONS MAY CHANGE. APPLY TEMPLATE AT THE APPROPRIATE STATIONS AND
PLACE WHERE EXISTING IS BELOW PROPOSED.
E638,000 E638,000
N
0, N
1, N
2, N
0, N
1, N
2, OCEAN AVE
PLAN
NORTH
TAPER INTO
-50
-40
-55
-45
-35
-60
-55
-55
-70
-60 -60
-65
-60
-55
-65
-50
-50
-40 -45
-35
-50 -55-45 -40
-60
-60
-60
-55
-55
-55
85-02
85-03
85-04
85-12
85-13
86-32
86-34
88-53 88-54 88-55
88-60
88-61
88-62
88-64
88-65
88-68 88-72 88-73
88-81
89-01
89-03
89-04 89-05
89-06
89-09
89-14 89-18
AV-1
AV-2
AV-3
AV-4 AV-5
AV-6
AV-7
AV-8
AV-9
AV-10
AV-11
AV-12
AV-23
AV-25
AV-26
AV-22 AV-28
AV-29
AV-27
AV-24
AV-30
AV-14
AV-16
AV-17
AV-13 AV-19
AV-20
AV-18AV-15 AV-21
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
BO
R R
O W
A R
EA
P
LA
N
C-113
Feet 0 1000 2000
1-A
1-B
1-C
1-D
2-A
2-B2-C
2-D
3-A
3-B
3-C
3-D
3-E 3-F
3-G
4-A
4-B4-C
4-D
4-E
4-F
5-A
5-B5-C
5-D
5-E
5-F
6-A
6-B
6-C
6-D
1A-A
1A-B 1A-C
1A-D 1A-E
1A-F
1A-G
1A-H 1A-I
1A-J
1A-K1A-L
1A-M
NOTES:
1. THERE SHALL BE A 100 FT X 100 FT BUFFER AROUND THE AVOIDANCE CENTER
COORDINATES. THERE SHALL BE NO WORK IN THESE AVOIDANCE AREAS.
E650,000 E650,000
N
0, N
0, N
0, N
0, N
0, N
0, BORROW AREA 1
COORDINATES
POINT EASTING NORTHING
1-A 644232 585676
1-B 645238.71 585676
1-C 645238.71 584600
1-D 644232 584600
MAX ALLOWABLE CUT DEPTH = -54 FT
BORROW AREA 2
COORDINATES
POINT EASTING NORTHING
2-A 648415.645 586150
2-B 650593 586150
2-C 650593 584481
2-D 648415.645 584481
MAX ALLOWABLE CUT DEPTH = -58 FT
BORROW AREA 3
COORDINATES
POINT EASTING NORTHING
3-A 643000 574003
3-B 649444.085 574003
3-C 647470.935 572070
3-D 647470.935 570457
3-E 646175.93 570457
3-F 646175.93 572070
3-G 643000 572070
MAX ALLOWABLE CUT DEPTH = -57 FT
BORROW AREA 4
COORDINATES
POINT EASTING NORTHING
4-A 646983.715 576020
4-B 650430.65 576020
4-C 650430.65 573293
4-D 649444.085 573293
4-E 649444.085 574003
4-F 646983.715 574003
MAX ALLOWABLE CUT DEPTH = -57 FT
BORROW AREA 5
COORDINATES
POINT EASTING NORTHING
5-A 650671.345 574391
5-B 653135.146 574391
5-C 653135.146 571330
5-D 652286.76 571330
5-E 652286.76 570763.151
5-F 650671.345 570763.151
MAX ALLOWABLE CUT DEPTH = -77 FT
BORROW AREA 6
COORDINATES
POINT EASTING NORTHING
6-A 648624.585 567172
6-B 647557 567172
6-C 647557 570457
6-D 648624.585 570457
MAX ALLOWABLE CUT DEPTH = -67 FT
BORROW AREA 1A
EXPANDED
POINT EASTING NORTHING
1A - A 573900 647800
1A - B 573900 650600
1A - C 583200 650600
1A - D 583200 647800
1A - E 581507.11 647800
1A - F 581507.11 648654.24
1A - G 579778 648632
1A - H 579406 649339
1A - I 579290 649387
1A - J 578713 649184
1A - K 578713.56 648545.69
1A - L 577516.04 648544.64
1A - M 577516.04 647800
MAX ALLOWABLE DEPTH = -57 FT
BORROW AREA CORE COORDINATES
NAME EASTING NORTHING NAME EASTING NORTHING
85-02 644762.686 572540.578 88-65 643659.398 573398.575
85-03 645810.84 572674.589 88-68 647965.1 577700
85-04 651448.977 571962.03 88-72 647998.8 579674.8
85-12 643083.416 572846.713 88-73 647998.8 581809.6
85-13 646788.865 571669.842 88-81 644716.932 585463.421
86-32 643970.729 572524.072 89-01 648781.289 585322.769
86-34 647568.659 572665.276 89-03 649666 582001.4
88-53 651509.834 570822.026 89-04 649503 579851.9
88-54 651544.689 572879.761 89-05 649594 577756
88-55 651559.737 573972.627 89-06 649813 576132.7
88-60 646017.914 572191.245 89-09 652890.314 572747.237
88-61 647513.206 574554.199 89-14 648831.58 568419.305
88-62 647926.274 575677.312 89-18 648949.484 569440.985
88-64 644541.675 573056.944
AVOIDANCE AREA CENTER COORDINATES
POINT EASTING NORTHING POINT EASTING NORTHING
AV-1 652332 571517 AV-16 648950 576842
AV-2 642874 573082 AV-17 649101 576842
AV-3 648421 573983 AV-18 649251 576842
AV-4 648321 573983 AV-19 648950 576992
AV-5 648321 574083 AV-20 649101 576992
AV-6 648421 574083 AV-21 649251 576992
AV-7 647265 575147 AV-22 649171 582400
AV-8 651164 575355 AV-23 649322 582400
AV-9 648218 575404 AV-24 649472 582400
AV-10 648118 575404 AV-25 649171 582550
AV-11 648118 575504 AV-26 649322 582550
AV-12 648218 575504 AV-27 649472 582550
AV-13 648950 576691 AV-28 649171 582701
AV-14 649101 576691 AV-29 649322 582701
AV-15 649251 576691 AV-30 649472 582701
PLAN
NORTH
BORROW AREA 1
BORROW AREA 2
BORROW AREA 3
BORROW AREA 6
BORROW AREA 5
BORROW AREA 1A EXPANDED
BORROW AREA 4
SHEET LEGEND
CORE SAMPLE POINT
AVOIDANCE AREA CENTER POINT
-50
-40
-55
-45
-35
-60
-55
-55
-70
-60 -60
-65
-60
-55
-65
-50
-50
-40 -45
-35
-50 -55-45 -40
-60
-60
-60
-55
-55
-55
BA 2
BA
1A X
BA
BA
BA 4
BA 3
-60
-50
-40
-30
-60
-50
-40
-30
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+7
-70
-60
-50
-40
-70
-60
-50
-40
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+7
-70
-60
-50
-40
-70
-60
-50
-40
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+4
-70
-60
-50
-40
-70
-60
-50
-40
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+4
-80
-70
-60
-50
-80
-70
-60
-50
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+2
-70
-60
-50
-40
-70
-60
-50
-40
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+8
-70
-60
-50
-40
-70
-60
-50
-40
ST
A
0+
ST
A
5+
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
ST
A
+0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
BO
R R
O W
A R
EA
P
R O
FI
LE
S
C-114
Feet 0 1000 2000
BORROW AREA 1
BORROW AREA 2
BORROW AREA 3
BORROW AREA 6
BORROW AREA 5
BORROW AREA 1A EXPANDED
BORROW AREA 4
BORROW AREA 1 BORROW AREA 3 BORROW AREA 5
BORROW AREA 6BORROW AREA 4
BORROW AREA 1A EXPANDED
BORROW AREA 2
EXISTING
DREDGING LIMIT
MAX SLOPE 1:5
500' 1000'0
20' 40'0
SCALE: 1"H=500'
SCALE: 1"V=20'
E650,000 E650,000
N
0, N
0, N
0, N
0, N
0, N
0, R L
240+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
243+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
246+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
249+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
252+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
255+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
258+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
261+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
264+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
0+
T
O S
TA
+0
M
O N
M O
U
TH
B
AS
E C
R O
SS
S
EC
TI
O N
S
C-301
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
1' TOLERANCE
267+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
270+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
273+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
7+
T
O S
TA
+0
M
O N
M O
U
TH
B
AS
E C
R O
SS
S
EC
TI
O N
S
C-302
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
66+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
69+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
72+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
75+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
78+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
81+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
84+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
87+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
90+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
S
TA
0+
SE
A
BR
IG
H
T
BA
SE
C
R O
SS
S
EC
TI
O N
S
C-303
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
93+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
96+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
R L
99+00
-20
-15
-10
-5
-20
-15
-10
-5
0 1000-100-200-300-400-500
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
S
TA
9+
SE
A
BR
IG
H
T
BA
SE
C
R O
SS
S
EC
TI
O N
S
C-304
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
321+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
324+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
327+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
330+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
333+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
336+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
339+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
342+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
1+
T
O S
TA
+0
LO
N G
B R
AN
C
H O
PT
IO
N C
R O
SS
S
EC
TI
O N
S
C-305
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
102+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
105+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
108+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
111+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
114+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
117+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
120+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
123+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
126+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
2+
T
O S
TA
+0
SE
A
BR
IG
H
T
SO
U
TH
O
PT
IO
N
C R
O
SS
S
EC
TI
O
N S
C-306
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
129+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
132+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
135+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
144+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
147+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
150+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
153+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
156+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
159+00
-10
-5
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
9+
T
O S
TA
+0
SE
A
BR
IG
H
T
SO
U
TH
O
PT
IO
N
C R
O
SS
S
EC
TI
O
N S
C-307
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
162+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
165+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
168+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
171+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
174+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
177+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
180+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
183+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
186+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
2+
T
O S
TA
+0
SE
AB
R
IG
H
T
SO
U
TH
O
PT
IO
N
C R
O
SS
S
EC
TI
O
N S
C-308
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
12+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
15+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
18+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
21+00
-10
-5
-10
-5
00-100-200-300-400-500-600
R L
24+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
27+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
30+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
33+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
9+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
9+
T O
S
TA
3+
SE
A
BR
IG
H
T N
O R
TH
O
PT
IO
N C
R O
SS
S
EC
TI
O N
S
C-309
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
36+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
39+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
42+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
45+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
48+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
51+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
54+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
57+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
R L
60+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
N
BK
G
ST
A
+0
TO
S
TA
0+
SE
A
BR
IG
H
T N
O R
TH
O
PT
IO
N C
R O
SS
S
EC
TI
O N
S
C-310
100' 200'0
10' 20'0
SCALE: 1"H=100'
SCALE: 1"V=10'
NOTES:
1. FOR COVER SHEET AND INDEX TO DRAWINGS SEE SHEET G-001.
2. FOR GENERAL PLAN, GENERAL NOTES, AND REFERENCE LINE DATA SEE SHEET G-101.
3. FOR PLAN VIEWS SEE SHEETS C-101 THROUGH C-112.
4. FOR CROSS SECTIONS SEE SHEETS C-301 THROUGH C-311.
-- CROSS SECTIONS FROM STA 9+00 TO STA 63+00 DEPICT THE SEA BRIGHT NORTH OPTION.
-- CROSS SECTIONS FROM STA 66+00 TO STA 99+00 DEPICT THE BASE SEA BRIGHT PLACEMENT.
-- CROSS SECTIONS FROM STA 102+00 TO 186+00 DEPICT THE SEA BRIGHT SOUTH OPTION.
-- CROSS SECTIONS FROM STA 240+00 TO 273+00 DEPICT THE BASE MONMOUTH PLACEMENT.
-- CROSS SECTIONS FROM STA 321+00 TO 342+00 DEPICT THE LONG BRANCH OPTION.
5. EXISTING MATERIAL ABOVE THE DESIGN TEMPLATE SHALL BE LEFT AS-IS.
6. CROSS SECTIONS ARE PERPENDICULAR TO THE REFERENCE LINE.
7. MEAN HIGH WATER IS 1.8-1.9 FEET ABOVE NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
8. MEAN LOW WATER IS 2.3-2.5 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1).
63+00
-20
-15
-10
-5
-20
-15
-10
-5
00-100-200-300-400-500-600
140.00'
EL. 9.3'
EL. 3.9'
MHW
MLW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
N
EW
Y O
R K
D
IS
TR
IC
T
F
ED
ER
AL
P
LA
ZA
N
EW
Y
O R
K, N
Y
FI
LE
N U
M
BE
R
C O
AS
TA
L
ST
O R
M R
IS
K
M
AN
AG
EM
EN
T
SE
A
BR
IG
H T
TO
M
AN
AS
Q U
AN
P
R O
JE
C
T
FY
R
EN
O
U R
IS
H
M
EN
T M
O N
M O
U
TH
C O
U N
TY
, N
J
0%
S U
BM
IS
SI
O
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .