Amendment_0007_Plans_Reach_1.pdf
PDF 33 MB Posted
- Attached to
- Long Beach Coastal Storm Risk Management Project Contract 1 Federal contract opportunity
- Solicitation number
- W912DS-15-B-0021
About this file
Amendment 0007_Plans_Reach 1
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| Amendment_0009.pdf | ||
| Amendment_0009_G-002.pdf | ||
| Amendment_0008_Plans_for_Reach_1.pdf | ||
| Amendment_0008.pdf | ||
| Amendment_0007_Groin_52-55.jpg | JPG image | |
| Amendment_0007.pdf | ||
| Amendment_0007_Section_00_21_16.pdf | ||
| Amendment_0007_Plans_Reach_2.pdf | ||
| Amendment_0007_Spec_Section_01_35_26.pdf | ||
| Amendment_0007_Spec_Section_35_31_29.40.pdf | ||
| Amendment_0006.pdf | ||
| Amendment_0005_Table_of_Contents.pdf | ||
| Amendment_0005.pdf | ||
| Amendment_0004.pdf | ||
| Amendment_0003.pdf | ||
| Amendment_0002.pdf | ||
| W912DS-15-B-0021-0001.pdf | ||
| LONG_BEACH_PT_LKOUT_C1_R2_plans_20151027.pdf | ||
| W912DS-15-B-0021.pdf | ||
| LONG_BEACH_PT_LKOUT_C1_R1_plans_20151027A.pdf | ||
| USACE_calculator_Long_Beach_NY_monthly_2015_(24_Aug_15).xlsx | XLSX spreadsheet | |
| Long_Beach_Final100_OCT2815.pdf |
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
IS
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U E D
A T
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SHEET OF
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N E
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New York District of Engineers
US Army Corps
S O
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N N
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IN
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IC
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T O
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A M
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D U
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IO
N
LOCATION MAP
PROJECT SITE
TITLEDRAWING NO.
INDEX TO DRAWINGS
SHEET NO.
LOCATION MAP
NTS
CS-308
CS-307
CS-306
CS-305
CS-304
CS-303
CS-302
CS-301
CS-108
CS-107
CS-106
CS-105
CS-104
CS-103
CS-102
CS-101
G-003
G-002
G-001
GROIN 58 REVETMENT CROSS SECTIONS
GROIN 58 CROSS SECTIONS
GROIN 56 CROSS SECTIONS
GROIN 55 CROSS SECTIONS
NEW GROIN "D" CROSS SECTIONS
NEW GROIN "C" CROSS SECTIONS
NEW GROIN "B" CROSS SECTIONS
NEW GROIN "A" CROSS SECTIONS
GROIN 58 REVETMENT PLAN AND PROFILE
GROIN 58 PLAN AND PROFILE
GROIN 56 PLAN AND PROFILE
GROIN 55 PLAN AND PROFILE
NEW GROIN "D" PLAN AND PROFILE
NEW GROIN "C" PLAN AND PROFILE
NEW GROIN "B" PLAN AND PROFILE
NEW GROIN "A" PLAN AND PROFILE
ACCESS ROADS
WORK LIMIT, ACCESS ROAD & STAGING AREA
POINT LOOKOUT GENERAL PLAN, CONTRACTOR
COVER SHEET & INDEX TO DRAWINGS
V-104
V-103
V-102
V-101
S-101
EXISTING GROIN 55 SURVEY
EXISTING GROIN 56 SURVEY
EXISTING GROIN 58 SURVEY
BATHYMETRY SURVEY MAP
STRUCTURAL PLAN & DETAILS
NTS
D e l a w a r e
R i v e r
H u d s o n i v e r
D e l a w a r e
B a y
Lon g I sla nd
Sou nd
Cape
Cod
Bay
Blo ck
I S oun d
Nantucket Sound
Montauk Point
Lon g I sla nd
N E W Y O R K MASSACHUSETTS
CONNECTICUT
N
W
J
S
Y
P E
N N
S Y
L V
A N I
A
D E
L A
W A
R E
R H
O D
E
I
S L
C O
V E
R S
H E
E T A
N D I
N D
E X
G-001
A N
S I
D
S C
S C
D Y
S S
PROJECT LOCATION
CONTRACT NO.1 REACH 1 - POINT LOOKOUT
LONG BEACH ISLAND
JONES INLET TO EAST ROCKAWAY INLET
ATLANTIC COAST OF LONG ISLAND
REDUCTION PROJECT
HURRICANE AND STORM DAMAGE
POINT LOOKOUT, NASSAU COUNTY NEW YORK
L O
N G B
E A
C H
G -0
.d g
1 24
DATE
DATE
DATE
DATE
APPROVED BY:
scope of their employment as required by ER 1110-1-8152.
and registration designations of individuals appear on these project documents, within the
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
APPROVAL RECOMMENDED BY:
CHIEF, CIVIL ENGINEERING DESIGN BRANCH
John M. Wong, P.E.
CHIEF, DESIGN BRANCH
Lynn M. Bocamazo, P.E., D.CE
CHIEF, HURRICANE SANDY RELIEF BRANCH
Arthur J. Cannolly, P.E.
CHIEF, ENGINEERING DIVISION
Encer R. Shaffer, P.E.
G-002
A C
C E
S S R
O A
D S
T A
G
IN
G A
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A
C O
N T
R A
C T
O R W
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IT
P O
IN
T L
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K O
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A L P
L A
N
.7
.5
1.
250’
150’
400’
200’
BASELINE
8 8
0 18
12 12
-12
-10 -10
-10
-10
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-6 -6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-4
-4-4
-4
-4
-4
-4
-4
-4
-4
-4
-2
-2-2
-2
-2
-2
-2 -2
-2
-2
-2
0 0
2 4
8 8
8 8 8
8 8 8 8
8 8
10 10
10 10
12 1
-1
-10 -14-1
-12
-14
P1 P2
P3
P4
P5
GROIN 55
GROIN 58
GROIN 56
STA. 0+00
STA. 0+00
STA. 0+00
STA. 0+00
STA. 0+00
STA. 1+50STA. 2+50
STA. 4+00
STA. 0+00
STA. 0+00
0200 200 400
SCALE: 1"= 200’
C1D1
ATLANTIC OCEAN
A C
C E
S S R
O A
D
AREA
STAGING
T A . 0
R
S T A . 2
R
STA. 5+67.41R
REVETMENT
APPRO. POSTFILL MHW
APPRO. POSTFILL MHW
N 152,000
N 153,000
N 154,000
N 154,000
N 153,000
N 152,000
NEW GROIN D
NEW GROIN C
NEW GROIN B
NEW GROIN A
A C
C E S S R
O A
D
A C
C E
S S R
O A
D
WORK LIMIT
REACH 1
WORK LIMIT
REACH 1
APPROX. BEACHFILL
LIMIT OF BERM
N
200m/656ft
77°44.844’
73°51.228’
75°28.53’
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
150’x250’ STONE
STOCKPILE
150’x250’ STONE
STOCKPILE
100’x200’ STONE
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
"BULGES" DEVELOP IN THE SILT FENCE.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN5.
PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.4.
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-3.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE2.
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES1.
COMPACTED SOIL
FLOW
A MIN. OF 6" IN GROUND
EMBED FILTER CLOTH
16" MIN
4"
SECTION VIEW
10’ MAX. C TO C
36" MIN. FENCE POST
CONSTRUCTION SPECIFICATIONS
WITH FILTER CLOTH
MAX. 6" MESH SPACING)
(MIN. 14 1/2 GAUGE W/
WOVEN WIRE FENCE
GROUND
UNDISTURBED
36" MIN
A
I
L
N
T A I
SILT FENCE PIPING PLOVER CHICK BARRIER DETAILS
A
T E
S
GROIN
OF THE TERMINAL
200-M (656-FT)
ALLOWED WITHIN
YEAR-ROUND WORK
SILT FENCE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
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S U
B M
IT
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D B
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P L
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A T
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C O
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IP
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D B
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M E
U S
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N A
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S u b m i t t e d b y
D D
M M
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M P l t a t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
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M A
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N E
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IN
C
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S T
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IO
N R
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A B
IL
IT
A T
IO
N
SHEET OF 24
-12
-11
-14
-11
0-3
-38
-3
-3
-32
-32
-3
-30
-30
-30
-30
-30
-3
-2
-2
-26
-26 -2
-2
-2
-22
-22
-2
-2
-28
-28
-2
-26
-2
-2
-2
-2
-2
-2
-2
-2
-2
-22
-2
-20
-2
-20
-20
-20
-2
-20
-1
-18
-18
-18 -18
-18
-1
-18
-1
-1
-16
-16
-1
-16
-16
-16
-16
-1
-14
-1
-14
-14
-14
-14
-12
-12
-12
-12
-12
-12
-12
-10
-10
-10
-10
N
150’
100’
WALL WALL
B E
A C
H
ROCKS
ROCKS
ROCKS
RIP-RAP
A R E A
P A R K I N G
A S P H A L T
BASELINE
-14
-14
-14
-12
-12
-12
-10
-10-8
-8
-8
-8
-6
-6
-6
-6
-4
-4
-4
-4
-2
-2
-2-2
0 0 0
L C
LC
LC
LC
LC
C1C2L
LC
L
L
LC
LC
LC
LC
C1C2L
G-003
T
A G
IN
G A
T P
O
IN
T L
O O
K O
U T
A C
C E
S S R
O A
D A
D E
D N
O T
E
400’
200’
ATLANTIC OCEAN
0250 250 500
SCALE: 1"= 250’
200’
AREA
EQUIPMENT
AREA
EQUIPMENT
ACCESS ROAD
and the COR.
Town of Hempstead coordinated with the
Final layout to be
ACCESS ROAD
and the COR.
Town of Hempstead coordinated with the
Final layout to be
C E
S S R
O A
D
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
SEE NOTE 4
/1
/1
S O
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A T
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N N
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F
IL
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A M
E
D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
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S U
B M
IT
T E
D B
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P L
O T D
A T
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C O
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O
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S
H O
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IG
N
A N
S I
D
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N A
M E
P L
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D B
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S
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IM
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M E
U S
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N A
M E
S u b m i t t e d b y
D D
M M
M
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:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
N 152,000
N 153,000
N 154,000
N 155,000
N 156,000
N 152,000
N 153,000
N 154,000
N 155,000
N 156,000
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
T E
M P
A C
C E
NOT BE PERMITTED UNLESS APPROVED BY ALL ASSOCIATED MUNICIPALITIES.
REACH 1 ONLY. TRUCKING OF STONE FROM TEMPORARY DOCK TO REACH 2 WILL
4. STONE DELIVERED TO TEMPORARY DOCK FACILITY, IF USED, TO BE PLACED IN
RMOVED AND RESTORED TO ORIGINAL CONDITION AFTER COMPLETION OF WORK.
3. ACCESS ROADS, STAGING AREAS, AND TEMPORARY BARGE DOCK SHALL BE
CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE COR.
MATERIAL QUANTITY IN EXCESS OF TOH CAPACITY TO BE DISPOSED OF BY THE
AND QUANTITY TO BE COORDINATED WITH THE TOWN OF HEMPSTEAD. DREDGED
2. SOME DREDGED MATERIAL DISPOSAL IS AVAILABLE UPLAND ON-SITE. LOCATION
DOCKING LOCATION FOR STONE TRANSPORTATION BY BARGE.
IDENTIFIED THIS LOCATION ON TOH PROPERTY AS AN AVAILABLE POTENTIAL
FOR TEMPORARY DOCK, IF UTILIZED. THE TOWN OF HEMPSTEAD (TOH) HAS
WORKSITE. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY
1. CONTRACTOR RESPONSIBLE FOR TRANSPORTATION OF STONE FROM SUPPLIER TO
NOTES:
SEE NOTES
BARGE DOCKING
POTENTIAL TEMPORARY
STAGING/STOCKPILE
STAGING/STOCKPILE
NEW YORK AVE.
CITY OF LONG BEACH,
EXTENDS TO
S O
L
IC
IT
A T
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N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
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N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
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N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
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N E
W Y
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G R
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IN
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S T
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N R
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A B
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A T
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N
C R
E S
T
C R
E S
T
S T
A
S T
A
S T
A
CORE STONE
ARMOR STONE
CORE STONE
10 NAVD
0 NAVD
-16 NAVD
10 NAVD
0 NAVD
-16 NAVD
S T
A
EXCAVATE 1 ON 2
EL -8
14 NAVD14 NAVD
-10 NAVD -10 NAVD
S T
A
150’ TRUNK SECTIONSECTION
TRANSITION
100’
250’ SHORE SECTION
2’ BEDDING STONE 5
EL -6
EL -10
EL -5
BEDDING STONE
SECTION
HEAD
EL 14
BEACH FILL
GRADE
EXISTING
GRADE
EXISTING
0+00 5+001+00 2+00 3+00 4+00 6+00 8+007+00-2+00 -1+00
10’
50’
50’
150’100’250’22.5’
EL 9
BEACH FILL
EL 4
FILL
BEACH
SECTION
HEAD
TYPE A ARMOR STONETYPE A ARMOR STONE
EL 5
SECTION
HEAD
1 LAYER TYPE B ARMOR STONE
2 LAYERS UNDERLAYER STONE
S T
A
T Y
M O
R
T Y
B
M
A N
S I
T I
M O
R
T Y
M
A N
S I
T I
O N
NEW GROIN A PLAN
NEW GROIN A PROFILE
BASELINE
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 1.5
SHORE SECTION
SECTION
TRUNK BEDDING
OF
TOP
SECTION
HEAD
EL.=+5’EL.=+9’ EL.=+5’
EL.=-10’
EL.=-10’
EL.=-10’
EL.=-6’
EL.=-6’
EL.=-6’
EL.=-6’
EL.=-10’
1 ON 2
SLOPE
SLOPE 1 ON 2
S T
A .0
SLOPE 1 ON 2
NOTE: REFER TO SHEET CS-301 FOR CROSS SECTIONS
SECTION
TRANSITION
TIDAL ACTION.
STOCKPILED ABOVE ELEVATION +5.0 NAVD SO AS NOT TO BE AFFECTED BY
2. SAND EXCAVATED FOR CONSTRUCTION OF NEW GROINS A TO D SHALL BE
1. BEACHFILL SHOWN WAS PLACED SPRING 2014 AND IS FOR REFERENCE ONLY
NOTES:
1.5
L
(TYP)
MLW -2.39
(TYP)
MHW +1.96
C
N
050 50 100FT
SCALE: 1"= 50’
050 50 100FT
HORIZONTAL SCALE: 1"= 50’
N
N
N
E 1,098,500
E 1,098,700
N
N
E 1,098,700
E 1,098,500
CS-101
P2
P L
A N P
R O
F
IL
E N
E W G
R O
IN
A
150’
010 10 20FT
VERTICAL SCALE: 1"= 10’
BASELINE
EXCAVATION LIMIT
EXCAVATION LIMIT
-12
-1
-8
8-
-4
N
ARMOR STONE
CORE STONE
EXCAVATE 1 ON 2
EL -8
SECTION
TRANSITION
100’
150’ SHORE SECTION
2’ BEDDING STONE 5
EL -6
EL -5
BEDDING STONE
SECTION
HEAD
EL 14
BEACH FILL
EL 9
GRADE
EXISTING
SECTION
TRUNK
100’
C R
E S
T
EL -1010
EXISTING GRADE
-20
-10
0 NAVD
-20
-10
0 NAVD
0+00 5+001+00 2+00 3+00 4+00 6+00 7+00-2+00-3+00 7+50-3+50 -1+00
C R
E S
T
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
BEACH FILL
PROPOSED
50’
100’100’150’22.5’
EL 4
BEACH FILL
1 LAYER TYPE B ARMOR STONE
2 LAYERS UNDERLAYER STONE
TYPE A ARMOR STONETYPE A ARMOR STONE
EL 5
T Y
M O
R
T Y
M
A N
S I
T I
O N
T Y
M O
R
T Y
M
A N
S I
T I
O N
NEW GROIN B PLAN
NEW GROIN B PROFILE
BASELINE
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 1.5
SHORE SECTION
SECTION
TRUNK BEDDING
OF
TOP
SECTION
HEAD
EL.=+5’EL.=+9’
EL.=-10’
EL.=-10’
EL.=-6’
EL.=-6’
EL.=-6’
EL.=-6’
A .0
SLOPE 1 ON 2
EL.=+5’
EL.=-10’
EL.=-10’
1 ON 2
SLOPE
SLOPE 1 ON 2
NOTE: REFER TO SHEET CS-302 FOR CROSS SECTIONS
SECTION
TRANSITION
TIDAL ACTION.
STOCKPILED ABOVE ELEVATION +5.0 NAVD SO AS NOT TO BE AFFECTED BY
2. SAND EXCAVATED FOR CONSTRUCTION OF NEW GROINS A TO D SHALL BE
1. BEACHFILL SHOWN WAS PLACED SPRING 2014 AND IS FOR REFERENCE ONLY
NOTES:
1.5
L
(TYP)
MLW -2.39
(TYP)
MHW +1.96
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
N
050 50 100FT
HORIZONTAL SCALE: 1"= 50’
050 50 100FT
SCALE: 1"= 50’
CS-102
N
N
N
N
N
N
E 1,098,000
E 1,097,800E 1,097,800
E 1,098,000
P L
A N P
R O
F
IL
E N
E W G
R O
IN
B
250’
010 10 20FT
VERTICAL SCALE: 1"= 10’
EXCAVATION LIMIT
EXCAVATION LIMIT
BASELINE
P1
8-
CORE STONE
EXCAVATE 1 ON 2
EL -8
SECTION
TRANSITION
100’
2’ BEDDING STONE 5
10+00
EL -6
EL -5
BEDDING STONE
SECTION
HEAD
BEACH FILL
EL 9
BEACH FILL
SECTION
TRUNK
100’
EXCAVATE
BEACH FILLGRADE
EXISTING
GRADE
EXISTING
1 ON 2
EXCAVATE
10’
30’
10’
50’
50’
100’100’100’22.5’
C R
E S
T
EL -10
SHORE SECTION
100’
0+00 5+001+00 2+00 3+00 4+00 6+00-1+00-2+00
C R
E S
T
TO EXISTING GRADE
EXCAVATION & RESTORATION
TO EXISTING GRADE
EXCAVATION & RESTORATION
EL 4
EL 9
TYPE A ARMOR STONETYPE A ARMOR STONE
EL 51 LAYER TYPE B ARMOR STONE
2 LAYERS UNDERLAYER STONE
M O
R
T Y
M
A N
S I
T I
O N
T Y
M O
R
T Y
M
A N
S I
T I
O N
S T
A
S T
A
S T
A
NEW GROIN C PLAN
NEW GROIN C PROFILE
BASELINE
EXCAVATE & RESTORE TO EXISTING GRADE
10 NAVD
0 NAVD
-20 NAVD
-10 NAVD
20 NAVD
10 NAVD
0 NAVD
-20 NAVD
-10 NAVD
20 NAVD
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 2SLOPE 1 ON 1.5
SHORE SECTION
SECTION
TRUNK BEDDING
OF
TOP
SECTION
HEAD
EL.=+5’EL.=+9’
EL.=-10’
EL.=-10’
EL.=-5’
EL.=-5’
EL.=+5’
EL.=-10’
EL.=-10’
1 ON 2
NOTE: REFER TO SHEET CS-303 FOR CROSS SECTIONS
SECTION
TRANSITION
TIDAL ACTION.
STOCKPILED ABOVE ELEVATION +5.0 NAVD SO AS NOT TO BE AFFECTED BY
2. SAND EXCAVATED FOR CONSTRUCTION OF NEW GROINS A TO D SHALL BE
1. BEACHFILL SHOWN WAS PLACED SPRING 2014 AND IS FOR REFERENCE ONLY
NOTES:
1.5
1 1
L
(TYP)
MLW -2.39
(TYP)
MHW +1.96
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
050 50 100FT
SCALE: 1"= 50’
050 50 100FT
HORIZONTAL SCALE: 1"= 50’
CS-103
P L
A N P
R O
F
IL
E N
E W G
R O
IN
C
10’
30’
10’
50’50’100’100’100’22.5’
C R
E S
T
C R
E S
T
8-
4-
N
150’
010 10 20FT
VERTICAL SCALE: 1"= 10’
BASELINE
C1
S T
A
CORE STONE
10 NAVD
0 NAVD
-20 NAVD
10 NAVD
0 NAVD
-20 NAVD
EXCAVATE 1 ON 2
EL -8
-10 NAVD -10 NAVD
SECTION
TRANSITION
100’
2’ BEDDING STONE
EL -6 EL -5
BEDDING STONE
SECTION
HEAD
BEACH FILL
EL 9
BEACH FILL
SECTION
TRUNK
100’
EXCAVATE
BEACH FILL
GRADE
EXISTING
GRADE
EXISTING
1 ON 2
EXCAVATE
10’
30’
10’
50’
50’
100’100’
100’
22.5’
C R
E S
T
EL -10
0+00 5+001+00 2+00 3+00 4+00 6+00-1+00-2+00-2+50 6+50
20 NAVD 20 NAVD
SECTION
SHORE
50’
C R
E S
T
EL 4
EL 9
TO EXISTING GRADE
EXCAVATION & RESTORATION
TO EXISTING GRADE
EXCAVATION & RESTORATION
EL 5
TYPE A ARMOR STONETYPE A ARMOR STONE
1 LAYER TYPE B ARMOR STONE
2 LAYERS UNDERLAYER STONE
M O
R
T Y
M
A N
S I
T I
O N
T Y
M O
R
T Y
M
A N
S I
T I
O N
S
S
S
NEW GROIN D PLAN
NEW GROIN D PROFILE
BASELINE
EXCAVATE & RESTORE TO EXISTING GRADE
SLOPE 1 ON 2
SLOPE 1 ON 2
SLOPE 1 ON 1.5
SECTION
TRUNK BEDDING
OF
TOP
SECTION
HEAD
EL.=+5’
EL.=+9’
EL.=-10’
EL.=-10’
EL.=-10’
EL.=-10’
1 ON 2
SECTION
SHORE
NOTE: REFER TO SHEET CS-304 FOR CROSS SECTIONS
SECTION
TRANSITION
TIDAL ACTION.
STOCKPILED ABOVE ELEVATION +5.0 NAVD SO AS NOT TO BE AFFECTED BY
2. SAND EXCAVATED FOR CONSTRUCTION OF NEW GROINS A TO D SHALL BE
1. BEACHFILL SHOWN WAS PLACED SPRING 2014 AND IS FOR REFERENCE ONLY
NOTES:
1.5
L
(TYP)
MLW -2.39
(TYP)
MHW +1.96
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
050 50 100FT
HORIZONTAL SCALE: 1"= 50’
CS-104
P L
A N P
R O
F
IL
E N
E W G
R O
IN
D
050 50 100FT
SCALE: 1"= 50’
N
010 10 20FT
VERTICAL SCALE: 1"= 10’
100’
BASELINE
D1
S T
A
S
S
100’
C
R E
S T
C
R E
S T
0 NAVD 0 NAVD
-20
-30
-20
-30
0+00-0+50 5+00 6+001+00 2+00 3+00 4+00
GROIN 55 REHAB. PLAN
GROIN 55 REHAB. PROFILE
S
S
S
EL +5
EL +9
ARMOR STONE
TYPE AARMOR STONE
TYPE B
GRADE
EXISTING
SLOPE
EAST SIDE
SLOPE
EAST SIDE
REHAB. EL 4
-10-10
50’ 50’
10’ 10’
EL.=+5’
SLOPE 1 ON 2SLOPE 1 ON 2
EL.=+5’
EL.=5’
SEE SHEET G-002 FOR COORDINATES
OF REHAB.
APPR. LIMIT
OF REHAB.
APPR. LIMIT
RAISE CREST EL. TO +9’
EL.=+9’
NOTE: REFER TO SHEET CS-305 FOR CROSS SECTIONS
HEAD
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
TRANSITION TRANSITION(REHAB TO EL. +4.0)
250’ TRUNK REHABILITATION
GRADE
EXISTING
LC
1.5
(TYP)
MLW -2.39
(TYP)
MHW +1.96
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
4-
-3
-32
-2
-14 -12
-1
-8
-8
-6
-6
-4
-4
N
A P P
R
M H
W
A P P
R
M L
W
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
P L
A N P
R O
F
IL
E G
R O
IN
N
O
CS-105
010 10 20FT
VERTICAL SCALE: 1"= 10’
SLOPE BEHIND
TRANSITION
U P
D A
O F I
L
A
S T
A
S T
A
S T
A
S T
A
S T
A
100’
C
R E
S T
C
R E
S T
0+00-0+50 5+00 6+001+00 2+00 3+00 4+00
GROIN 56 REHAB. PLAN
GROIN 56 REHAB. PROFILE
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
150’ 100’ HEAD
VARIES
EXCAVATION
EL +9
EL +5
ARMOR STONE
TYPE B
BACKFILL
ARMOR STONE
TYPE A
GRADE
EXISTING
CORE STONE
ARMOR STONE
TYPE A
0 NAVD
-20
-24 -24
0 NAVD
-20
REHAB. TO EL +5
-10 -10
1 ON 2
SLOPE
APPR. LIMIT OF REHAB.APPR. LIMIT OF REHAB.
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
SEE SHEET G-002 FOR COORDINATES
RAISE CREST EL. TO +9’
NOTE: REFER TO SHEET CS-306 FOR CROSS SECTIONS
TRANSITION TRANSITION
O
N
S L
O P
E
SLOPE 1 ON 2
EL.=+5’EL.=+5’
ARMOR SLOPE = 1 ON 1.5
REHAB. TO CREST EL. =+5’
EL.=+9’
GRADE
EXISTING
1.5
(TYP)
MLW -2.39
(TYP)
MHW +1.96
LC
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
N
030 30 60FT
SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
5 030 30 60FT
HORIZONTAL SCALE: 1"= 30’
CS-106
P L
A N P
R O
F
IL
E G
R O
IN
N
O
-2 -4
-6
-8
-1
-14
-14
-16
A P P R . M
H W
A P P R . M
LW
U P
D A
O F I
L E
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
0+00-1+00
5+001+00 2+00 3+00 4+00
GROIN 58 REHAB. PLAN
GROIN 58 REHAB. PROFILE
S
S
S
S
270.7’ 100’ REHAB. 150’
A
S T
A
S T
A
S T
A
EL +5
EL -5
EL -10
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
ARMOR STONE
TYPE A
2 LAYER UNDERLAYER2 LAYER UNDERLAYER
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
EL -15
0 NAVD
-20
-24 -24
0 NAVD
-20
5+50
EL -14
EL -17
TO EXISTING GRADE
BOTTOM OF EXCAVATION OR
CORE MATERIAL MIN 2’ TO
TO EXISTING GRADE
BOTTOM OF EXCAVATION OR
CORE MATERIAL MIN 2’ TO
S T
A
S T
A
C
R E
S T
-10 -10
FOR COORDINATES
SEE SHEET G-002
2. STATIONING IS ALONG C 1
1. REFER TO SHEET CS-307 FOR CROSS SECTIONS
NOTES:
L L
L
HEAD SECTION
90 Degree
HEAD SECTION
GROIN REHAB.
O 50 11.766’
C 1 TO C 2
100’ TRANSITION
’ T
R A
N S
IT
IO
129 48.234’
(20’)
CREST WIDTH
1 ON 2)
(1 ON 1.5 TO
SIDE SLOPE
TRANSITION
(15’ TO 20’)
CREST WIDTH
+10’ TO +5’
TION
50’ TRANSI
(15’ TO 20’)
CREST WIDTH
+10’ TO +5’
TION
50’ TRANSI
EL. VARIES
EL. VAR
IES
E L . V
A R
IE
S
NEEDED
STONE AS
BEDDING
LAYER &
PLACE UNDER_
EXISTING.
STONE TO
LOCK NEW
2+00 INTER-
STA 1+50 TO
BEDDING
TOP OF
STA.2+50 (C 2)
O
N
S L
O P
E
O
N
S L
O P
E
1 ON 2
EL.=-15’
EL.=-15’
EL.=+10’
EL.=-12’
EL.=-12’
E L
UNDERLAYER STONE
ARMOR STONE &
MEET EXISTING & SUPPORT
BEDDING AS NEEDED TO
STA 1+50 TO 2+00 PLACE
UNDERLAYER STONE
ARMOR STONE &
MEET EXISTING & SUPPORT
BEDDING AS NEEDED TO
STA 1+50 TO 2+00 PLACE
(TYP)
MLW -2.39
(TYP)
MHW +1.96
LC1
P5
LC2
L
S T
A
R
010 10 20FT
VERTICAL SCALE: 1"= 10’
5 030 30 60FT
HORIZONTAL SCALE: 1"= 30’
030 30 60FT
SCALE: 1"= 30’
M H
W
M
LW
-2
-4
-6
-8
-1
-2
-1
-16-14
-2 4-22
-24
-1
-2
-2
-30
-28
EL. +11’
PARAPET
CONCRETE
5’W X 6’H
REVETMENT
ARMOR (EL. +10)
10’ WIDTH
EL.=+10’
P L
A N P
R O
F
IL
E G
R O
IN
CS-107
T R
A N S I
T I
-20
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
REVETMENT BASELINE
S
TA
.2 +0
A
A
C T I
O N
U
P D
A
T E
S
U P
D A
O F I
A
S T
A
0’ R
EHAB.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
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M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
S
R
S
R
S
R
0+00 -0+505+00 1+002+003+004+00
GROIN 58 REHAB. PLAN
6+00
GROIN 58 REVETMENT PROFILE
EXISTING CONCRETE WALL
GRADE
EXISTING
APPROX.
TYPE B ARMOR
0 NAVD
-24
0 NAVD
-20
OF CONCRETE
EL +11.0 TOP
OF ROCK
EL +10.0 TOP
S
R
-10
NOTE: REFER TO SHEET CS-308 FOR CROSS SECTIONS
LOOKING SEAWARD
163 26.232’ O
EL. =+10’
EL.=+
10’
CONCRETE
WALL
EXIS
TIN
G
EL.=+11’
BASELINE
EL.=+10.0
ARMOR
EL.=+5.0
BEDDING
STA. 5
+70
R+/-
EL.=+
11.0RETAIN
ING W
ALL
CONCRETE
(TYP)
MLW -2.39
(TYP)
MHW +1.96
BASELINE
N
CL
EL.=+10.0
ARMOR
S T
A
010 10 20FT
VERTICAL SCALE: 1"= 10’
5 030 30 60FT
HORIZONTAL SCALE: 1"= 30’
030 30 60FT
SCALE: 1"= 30’
-2
CS-108
P L
A N P
R O
F
IL
E G
R O
IN
R
E V
E T
M E
N T
146 31.02’ o
T
R A
N S
IT
IO
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
STA.5+00
LC
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
WEST EAST
NEW GROIN A
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
BEDDING STONE
BEDDING STONE
BEDDING STONE
-5
-10
-60
-5
-10
15’
’5’ 5’
TYPE B ARMOR
1 LAYER
EL -6’
EL -1’
EL +4’
-12 -12
STA.0+00
(TYP.)
TOLERANCE
6" ARMOR
STA.2+50
0 50-50 10 20 4030-10-20-30-40
-5
-10
-55
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12 -12
(TYP.)
TOLERANCE
6" ARMOR
0 50-50 10 20 4030-10-20-30-40
STA.3+50
-5
-10
-15-15
-55 -50
-5
-10
-15-15
60500 10 20 4030-10-20-30-40
-5
-10
-15-15
-50
-5
-10
-15-15
60500 10 20 4030-10-20-30-40
10’
10’
STA.6+00
GRADE
EXISTING
APPROX.
EL +9’
EL +9’
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
-60
-60
-60
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDEREXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
GRADE
EXISTING
CORE
CORE
CORE
(TYP)
1.5
2 (TYP)
BEDDING STONE
(TYP)
MHW +1.96
(TYP)
1.5
2 (TYP)
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60
-5
-10
-20
-15
-5
-10
-20
-15
LC
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60
-5
-10
-20
-15
-5
-10
-20
-15
-5
-10
-5
-10
10’
-20-20
-15 -15
EL +5’ 10
6+25 6+50 6+606+00STA. 5+85
RADIAL SECTION
EL +5’
10’
STA.5+50
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
WEST EAST
ARMOR
2 1
GRADE
EXISTING
APPROX.
ARMOR
2 1
GRADE
EXISTING
APPROX.
ARMOR
’1
1 (TYP)
MLW -2.39
(TYP)
MHW +1.96
0 50-50 10 20 40 6030-10-20-30-40-60
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
CS-301
010 10 20FT
SCALE: 1"= 10’
N E
W G
R O
IN
A
(TYP)
MHW +1.96
E
X T
E
M I
D D I
O N
E
S T
A
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
STA.3+50
LC
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
10’
STA.4+50
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
WEST EAST
NEW GROIN B
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDEREXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
BEDDING STONE
BEDDING STONE
BEDDING STONE
M I
N
M I
N
M I
N
-5
-10
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12 -12
STA.0+00
(TYP.)
TOLERANCE
6" ARMOR
STA.1+50
0 50-50 10 20 4030-10-20-30-40
-5
-10
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12 -12
(TYP.)
TOLERANCE
6" ARMOR
0 50-50 10 20 4030-10-20-30-40
STA.2+50
-5
-10
-15-15
-50
-5
-10
-15-15
500 10 20 4030-10-20-30-40
6550-70
-60 60
-60 60
-5
-10
-15-15
-50
-5
-10
-15-15
500 10 20 4030-10-20-30-40-60 60
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60
-5
-10
-20
-15
-5
-10
-20
-15
LC
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60
-5
-10
-20
-15
-5
-10
-20
-15
-5
-10
-5
-10
10’
-20-20
-15 -15
EL +5’ 10
STA. 4+30
RADIAL SECTION
EL +5’
10’
STA.4+00
GRADE
EXISTING
APPROX.
EL +9’
EL +9’
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
WEST EAST
60-60
GRADE
EXISTING
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
GRADE
EXISTING
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF ARMOR
2 1
GRADE
EXISTING
APPROX.
ARMOR
2 1
GRADE
EXISTING
APPROX.
(TYP)
1.5
ARMOR
CORE
CORE
CORE
(TYP)
1.5
2 (TYP)
(TYP)
MLW -2.39
(TYP)
MHW +1.96
(TYP)
1.5
2 (TYP)
-15
4+75 5+00 5+104+50
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
(TYP)
1.5
2 (TYP)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
CS-302
010 10 20FT
SCALE: 1"= 10’
N E
W G
R O
IN
B
(TYP)
MHW +1.96
(TYP)
MLW -2.39
(TYP)
MHW +1.96
(TYP)
MLW -2.39
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
STA.3+00
LC
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
LC
10’
STA.4+00
(TYP.)
EXCAVATION
LIMIT OF
(TYP.)
EXCAVATION
LIMIT OF
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
LC
WEST
EAST
WESTEAST EASTWEST
NEW GROIN C
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
BEDDING STONE
BEDDING STONE
BEDDING STONE
BEDDING STONE
BEDDING STONE
BEDDING STONE
GRADE
EXISTING
-5
-10
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12 -12
STA.0+00
(TYP.)
TOLERANCE
6" ARMOR
STA.1+00
0 50-50 10 20 4030-10-20-30-40
-5
-10
-5
-10
15’
’5’
EL -6’
EL -1’
EL +4’
-12 -12
(TYP.)
TOLERANCE
6" ARMOR
0 50-50 10 20 4030-10-20-30-40
STA.2+00
-50
-5
-10
-15-15
500 10 20 4030-10-20-30-40
7050-70
-70 70
-65 65
-5
-10
-15-15
-50
-5
-10
-15-15
500 10 20 4030-10-20-30-40-65 65
-60
-60
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60-70
-5
-10
-15
-5
-10
-15
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60-70
-5
-10
-15
-5
-10
-15
STA.3+50
-5
-10
-5
-10
10’
-15 -15
EL +5’ 10
RADIAL SECTION
EL +5’
10’
EL +9’
5’
EL +9’
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
-60 -60
-90
-90
-90 -80
-90 -80 80 90
5080 90 95
-80
-80
GRADE
EXISTING
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
GRADE
EXISTING
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
2 1
ARMOR
2 1
ARMOR
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
GRADE
EXISTING
CORE
CORE
CORE
2 (TYP)
2 (TYP)
(TYP)
1.5
2 (TYP)
(TYP)
1.5
2 (TYP)
(TYP)
1.5
(TYP)
MLW -2.39
(TYP)
MHW +1.96
-15
4+25 4+504+00STA. 3+90 4+804+75
2 (TYP)
(TYP)
1.5
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
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IM
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M E
U S
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N A
M E
S u b m i t t e d b y
D D
M M
M
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:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
010 10 20FT
SCALE: 1"= 10’
CS-303
N E
W G
R O
IN
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
STA.2+50
LC
15’
’5’ 5’
EL -10’
EL -5’
EL 0’
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
LC
10’
10’
STA.4+00
(TYP.)
EXCAVATION
LIMIT OF
(TYP.)
EXCAVATION
LIMIT OF
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
TYPE B ARMOR
1 LAYER
2 LAYER UNDERLAYER STONE2 LAYER UNDERLAYER STONE
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
WEST
EAST
WEST
EASTWEST
EAST
NEW GROIN D
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
ARMOR
CORE
GRADE
EXISTING
BEDDING STONE
LAYER
UNDER
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
BEDDING STONE
BEDDING STONE
BEDDING STONEBEDDING STONE
BEDDING STONE
BEDDING STONE
(TYP)
1.5
2 (TYP)
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12
STA.0+00
(TYP.)
TOLERANCE
6" ARMOR
STA.0+50
0 50-50 10 20 4030-10-20-30-40
-5
-10
15’
’5’ 5’
EL -6’
EL -1’
EL +4’
-12
(TYP.)
TOLERANCE
6" ARMOR
0 50-50 10 20 4030-10-20-30-40
STA.1+50
-50 500 10 20 4030-10-20-30-40
7050-70
-70 70
-5
-10
-15-15
-50
-5
-10
-15-15
500 10 20 4030-10-20-30-40-60 70
-60
-60
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60-70
-5
-10
-15
20’ EL +5’
(TYP.)
TOLERANCE
6" ARMOR
10’
0 50-50 10 20 40 6030-10-20-30-40-60
-5
-10
-15
STA.3+50
-5
-10
10’
-15
EL +5’
RADIAL SECTION
EL +5’
10’
15 15
EL +9’
EL +9’
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
-70 75
-60-65-70
-5
-10
-15
-5
-10
-12
-5
-10
-12
80 90
5080 90 95
-5
-10
-15
-5
-10
-15
-90
-90 -80
-80
-80-90
-80-90
GRADE
EXISTING
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
CORE
BEDDING STONE
LAYER
UNDER
GRADE
EXISTING
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
ARMOR
2 1
ARMOR
2 1
ARMOR
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
CORE
CORE
CORE
2 (TYP)
(TYP)
1.5
2 (TYP)
(TYP)
1.5
2 (TYP)
(TYP)
1.5
(TYP)
MLW -2.39
(TYP)
MHW +1.96
-5
-10
-15-15
4+25 4+504+00STA. 3+90
-15
4+904+75
(TYP)
1.5
2 (TYP)
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
010 10 20FT
SCALE: 1"= 10’
CS-304
N E
W G
R O
IN
20’
EL -10’
15’
7.5’
15’
TYPE A ARMORTYPE A ARMOR
GRADE
EAST SIDE
GRADE
EAST SIDE
010 10 20FT
SCALE: 1"= 10’
STA.0+00
15’ EL +9’
(TYP.)
TOLERANCE
6" ARMOR
-1
40-40
15 15
-1
STA.0+50
-3
-3
EL +9’
EL 0’
STA.1+00
-3
-3
EL +9’
EL 0’
-8
-5
-8
-5
STA.1+50
EL +4’
-8
-5
-8
-5
STA.2+00
EL +4’
STA.3+00
EL +4’
-5
-5
STA.2+50
EL +4’
-10
-13-13
-10
-5
-5
-10
-13-13
-10
STA.3+50
EL +4’
-5
-5
-10
-13-13
-10
STA.4+00
EL +4’
-5
-5
-10
-13-13
-10
STA.4+50
-5
-5
-10
-13-13
-10
EL -5’
EL +5’
CL
-5
-10
-5
-10
-15 -15
LC LC
-5
-10
-5
-10
-15 -15
-20
-25
-20
-25
EL +5’
EL -10’
500STA.475
15’
STA.5+00
10’
RADIAL SECTION
0 10 20 30-10-20-30
0 50-50 10 20 4030-10-20-30-40
REHAB. SECTIONS
GROIN 55
40-40 0 10 20 30-10-20-30
40-40 0 10 20 30-10-20-30
40-40 0 10 20 30-10-20-30
40-40 0 10 20 30-10-20-30
40-40 0 10 20 30-10-20-30
40-40 0 10 20 30-10-20-30
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
TYPE B ARMORWEST EAST WEST EAST
1.5 1.5
1.5 1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
ARMOR
C GRADE
EXISTING
APPROX.
L
ARMOR WITH NEW UNIT
2, REPLACE MISSING / DAMAGED
SPECIFIED OTHERWISE
REHABILITATIONS UNLESS
1, USE TYPE B ARMOR FOR ARMOR
NOTES:
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
(TYP)
MHW +1.96
530 540510 520490480
EL 4’
EL 1’
TYPE A ARMOR
1 LAYER
EL +5’
TYPE A ARMOR
1 LAYER
(TYP)
MLW -2.39
20’
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
CS-305
G R
O
IN
20ft
R E
M O
V
T
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
TYPE A ARMORTYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
EL -10’
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
010 10 20FT
SCALE: 1"= 10’
430 480
EL -5’
-1
40-40
15’
EL +9’
(TYP.)
TOLERANCE
6" ARMOR
STA.3+00
STA.3+50
15 15
STA.0+00
STA.1+00
EL +9’
(TYP.)
TOLERANCE
6" ARMOR
EL +5’
STA.1+50
EL +5’
STA.2+00
EL +5’
STA.2+50
EL +5’
-1
-1
15 15
-1
-6
-6 -5 -5
-6 -5
-6 -5
-6 -5
-6 -5
-8
-5
-8
-5
20’ EL +5’
-5
-10
-5
-10
-15 -15
55-55
EL +5’
-5
-10
-5
-10
-20-20
-15 -15
55-55
STA.4+00
EL +5’
(TYP.)
TOLERANCE
6" ARMOR
STA.4+50
L L
EL -10’
-5
-10
-5
-10
-20-20
-15 -15
55-55
-5
-10
-5
-10
-15 -15
-20
-25
-20
-25
EL +5’
500450 510
CORE MATERIALCORE MATERIAL
-1
40-40
EL +9’
(TYP.)
TOLERANCE
6" ARMOR
15 15
STA.0+50
-1
7.5’
C C
RADIAL SECTION
0 50-50 10 20 4030-10-20-30-40
0 50-50 10 20 4030-10-20-30-40
0 50-50 10 20 4030-10-20-30-40
0 10 20 30-10-20-30
0 10 20 30-10-20-30
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
0 10 20 30-10-20-30 40-40
CORE MATERIALCORE MATERIAL
REHAB. SECTIONS
GROIN 56
440 460 470 490
TYPE B ARMOR
TYPE B ARMOR
TYPE B ARMOR
20’
20’
10’
WEST EAST
WEST EAST
ARMOR
1.5 1.5
1.5 1.5
1.5
1.5
1.5
1.5
1GRADE
EXISTING
APPROX.
ARMOR 2
GRADE
EXISTING
APPROX.
ARMOR
GRADE
EXISTING
APPROX.
ARMOR
GRADE
EXISTING
APPROX.
ARMOR
1.5 1.5
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
UNLESS SPECIFIED OTHERWISE
NOTE: USE TYPE B ARMOR FOR ARMOR REHABILITATIONS
ARMOR WITH NEW UNIT
2, REPLACE MISSING / DAMAGED
SPECIFIED OTHERWISE
REHABILITATIONS UNLESS
1, USE TYPE B ARMOR FOR ARMOR
NOTES:
(TYP)
MHW +1.96
EL 0’
EL 5’
EL 4’
EL 0’
EL 0’
EL 0’
EL -2’
EL -10’
EL -15’
EL 5’
(TYP)
MLW -2.39
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
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IP
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IO
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E A
P P
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SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
CS-306
G R
O
IN
R E
M O
T
M I
N
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
10’
10’
10’
EL.-15’
M I
N
M I
N
TYPE A ARMOR MIN 2 LAYERTYPE A ARMOR MIN 2 LAYER
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
MIN. 2 LAYER
TYPE A ARMOR
20’
UNDERLAYERUNDERLAYER
010 10 20FT
SCALE: 1"= 10’
EL.-15’
EL.-15’
430 480
T Y P
STA.2+50
STA.4+00
STA.0+50
-5
-5
15’
STA.0+00
-5
-5
-40 40
15’
GRADE
EXISTING
STA.1+50
15’
STA.1+00
-5
-5
EL +5’
-40 40
-40 40
-5 -5
-40 40
-10
-13-13
-10
L L
C 2 C 1
LC 1
-5
-10
-5
-10
20’
-20-20
-15 -15
EL +5’ 10
(TYP.)
TOLERANCE
6" ARMOR
-25 -25
EXCAVATION
LIMIT OF
STA.3+00
-5
-10
-5
-10
10’
-20-20
-15 -15
EL +5’ 10
-25 -25
RADIAL SECTION
450400
0 50-50-85 10 20 40 6030-10-20-30-40-60-70-80
0 10 20 30-10-20-30
0 10 20 30-10-20-30
0 10 20 30-10-20-30
0 10 20 30-10-20-30
-5
-10
-5
-10
-40
-15 -15
-20
-25
-20
-25
EL +5’
L
0 5010 20 4030-10-20-30 60
-5
-10
-5
-10
20’
-20-20
-15 -15
EL +5’ 10
(TYP.)
TOLERANCE
6" ARMOR
-25 -25
0 50-50-85 10 20 40 6030-10-20-30-40-60-70-80
EXCAVATION
LIMIT OF
-5
-10
-5
-10
20’
-20-20
-15 -15
EL +5’ 10
(TYP.)
TOLERANCE
6" ARMOR
-25 -25
0 50-50-85 8010 20 40 60 7030-10-20-30-40-60-70-80
EXCAVATION
LIMIT OF
-60 -50
120TRANSITION C1 TO C2L
REHAB. SECTIONS
GROIN 58
410 420 440 460 470
EL +10’
EL +10’
EL +10’
TYPE B ARMOR
TYPE B ARMOR
TYPE B ARMOR
WEST EAST WEST
EAST
EXCAVATION
LIMIT OF
EXCAVATION
LIMIT OF
STA.2+00
GRADE
EXISTING
APPROX.
OR TO EXISTING GRADE
TO BOTTOM OF EXCAVATION
CORE MATERIAL MIN 2’
OR TO EXISTING GRADE
TO BOTTOM OF EXCAVATION
CORE MATERIAL MIN 2’
7.5’12.5+’
10’10’
1.5 1.5
GRADE
EXISTING
1.5 1.5
1.5 1.5
1.5 1.5
GRADE
EXISTING
GRADE
EXISTING
ARMOR
GRADE
EXISTING
APPROX.
ARMOR
GRADE
EXISTING
APPROX.
GRADE
EXISTING
APPROX.
1.5
ARMOR
GRADE
EXISTING
APPROX.
(TYP)
1.5
ARMOR
GRADE
EXISTING
APPROX.
1.5
ARMOR
1 TO 2 LAYER
CORE STONE
CORE STONE
CORE STONE
UNDERLAYERUNDERLAYER
STONE
CORE
UNDERLAYERUNDERLAYER
UNDERLAYERUNDERLAYER
CORE MATERIAL
ARMOR
1 TO 2 LAYER
1.5
ARMOR WITH NEW UNIT
2, REPLACE MISSING / DAMAGED
SPECIFIED OTHERWISE
REHABILITATIONS UNLESS
1, USE TYPE B ARMOR FOR ARMOR
NOTES:
EL.-15’
UNDERLAYERUNDERLAYER
(TYP)
MHW +1.96
EL -12’
(TYP)
MLW -2.39
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
CS-307
G R
O
IN
N
O .5
A
U P
D A
T
X I
S T I
A
R E
M O
T
05 5 10FT
SCALE: 1"= 5’
2.5
-2
-2
0 10 20 30-10-20
15 15
LC
15 15
15 15
15 15
LC
LAND
LAND
-2 -2
0 10 20 30-10-20 35
-2 -2
0 10 20 30-10-20 35
-2 -2
0 10 20 30-10-20 35
15 15
15 15
15 15
-2 -2
0 10 20 30-10-25 35
-2 -2
0 10 20 30-10-25 35
-2 -2
0 10 20 30-10-25 35
SIDE
INLET SIDE
INLET
-20
-20
-20
STONE
1.5’ BEDDING
STA.5+65R
STA.5+00R
STA.4+00R
STA.3+00R
STA.2+00R
STA.1+00R
STA.0+00R
SHEET S-101
SEE DETAILS
REVETMENT SECTIONS
GROIN 58
3. PLACE EXCAVATED ROCK AT TOE OF ROCK SLOPE BELOW MLW.
2. BEACHFILL TO BE PLACED UNDER SEPARATE CONTRACT
1. SEE SHEET S-101 FOR CONCRETE RETAINING WALL DETAILS.
NOTES:
(TYP)
MHW +1.96
10’
10’
10’
10’
10’
10’ 5’
3’
5’(TYP.)
EL +10’
EL +10’
EL +10’
EL +10’
EL +10’
EL +10’
(TYP.)
EL +5’
(TYP.)
EL +3.5’
(TYP.)
EL +11’
RETAIN WALL
CONCRETE
TYPE B ARMOR
TYPE B ARMOR
EXCAVATION
EL +10’
(TYP.)
EXCAVATION
(TYP.)
EXCAVATION
(TYP.)
(TYP.)
EL +10’
SEE NOTE 2
BEACHFILL
(TYP.)
& SAND BACKFILL
EXCAVATION
(TYP.)
& SAND BACKFILL
EXCAVATION
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5(TYP.)
(TYP)
MLW -2.39
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
C R
O S
S S
E C
T
IO
N S
G R
O
IN
N
O .5
R
E V
E T
M E
N T
CS-308
U
P D
A T
A
L
IC
IT
A T
IO
N N
O
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IS
S
U E D
A T
E
N E
W Y
O R
K D
IS
T R
IC
T h tt p /w w w .n a n .u s a c e .a rm y .m il
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
R E
A C
H
S T
R U
C T
U R
A L P
L A
N D
E T
A
IL
S
S-101
A N
S I
D
-0
-2
R
O S
S D H
IN
E R
R D
H X
M C
F
IL
E N
A M
E
A S S
H O
W N
New York District
S-101
S-101
S-101
WALL BEND DETAIL
1/2"=1’-0"
S-101
WALL TERMINATION DETAIL
1/2"=1’-0"
EXPANSION JOINT DETAIL
A
S-101
A
S-101
PARAPET WALL SECTION
1/2"=1’-0"
N.T.S.
5’-0"
1/2 "
5" CLR COVER, TYP.
D/2
PREMOLDED JOINT FILLER
BACKER ROD
APPLY BOND BREAKER
JOINT SEALANT
#8 BARS @ 12" O.C. EACH FACE
#4 HOOP BARS @ 12" O.C.
3/4" RADIUS OR CHAMFER, TYP.
EXPOSED CORNERS AND ALL JOINTS
3/4" RADIUS OR CHAMFER, TYP. FOR ALL
25’-0" O.C., TYP.
EXPANSION JONIT SPACING
EXISTING CONCRETE WALL
AT INTERSECTION WITH WALL
PROVIDE 1" EXPANSION JOINT
1/2" EXPANSION JOINT, TYP. END OF WALL
EXISTING CONCRETE WALL FACE
SLOPE 1/8" PER FT.
PROVIDE GEOTEXTILE FILTER FABRIC BENEATH BEDDING LAYER
1/2" EXPANSION JOINT
LAYER
BEDDING STONE
EL. +11.0
EL. +10.0
EL. +3.5
ALIGNMENT AND LAYOUT INFORMATION.
3. COORDINATE THIS SHEET WITH CIVIL SHEETS FOR
*REINFORCMENT: GRADE 60
*CONCRETE: f’c = 5,000 psi
ADDITIONAL REQUIREMENTS)
2. MATERIALS: (REFER TO SPECIFICATIONS FOR
203-3.12
WITH NYSDOT STANDARD SPECIFICATION SECTION
1. COMPACT SUBBASE MATERIAL IN ACCORDANCE
NOTES:
9" MIN.
INLET SIDELAND SIDE
S T
A
R
S T
A
R
S T
A
R
DRAWINGS FOR MORE INFROMATION.
TYPE B ARMOR STONE. SEE CIVIL
CONCRETE PARAPET WALL PLAN
LAYER, 6" THICK
NYSDOT TYPE 2 SUBBASE
1.5
INLET SIDE
LAND SIDE
D=196 33’36" o
SHEET 20 OF 24
CONTRACT
UNDER SEPARATE
TO BE PROVIDED
SAND BACKFILL
G-101
E
N E
R A
L P
L A
N
V-101
B A
T H
Y M
E T
R
IC
S
U R
V E
Y M
A P
GROIN 55
GROIN 58
GROIN 56
3. VERTICAL DATUM REFER TO NAVD 88.
2. EXISTING GROIN LOCATIONS ARE APPROXIMATE.
DURING THE SURVEY ONLY.
1. SURVEY WAS CONDUCTED IN DECEMBER 2013 AND REFLECT CONDITION
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B of Engineers
US Army Corps
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T D
A T
E
C O
N T
R A
C T N
O
IP
S
H O
R T
D E
S
IG
N
A N
S I
D
U S
E R
N A
M E
P L
O T
T E
D B
Y
S
Y T
IM
E
M E
U S
E R
N A
M E
S u b m i t t e d b y
D D
M M
M
Y Y
:M
M P l t e
New York District h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
NUMBER
REFERENCE
SHEET
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
SHEET OF 24
R E
A C
H
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
0200 200 400FT
SCALE: 1"= 200’
025 25 50FT
SCALE: 1"= 25’
12.5
GROIN 58
NSRS CONTROL
ELEVATION: 8.87’ NAVD88
BENCHMARK: K377 (KU1529)
LOCAL CONTROL
ELEVATION: 4.76’ NAVD88
BENCHMARK: WEST TOWN BOAT LAUNCH
C L
-4.2600
-3.9900
-3.6900
-3.7300
-3.6100
-3.4600
-3.5300
-3.5100
-3.3300
-3.2500
-3.2900
CL 387.88’ 19°26’50"
-3.0700
-3.0000
-3.0400
-3.0200
-2.9700
-2.9300
-2.9300
-2.7400
-2.7400
-2.7400
-2.6900
-2.7000
-2.5200
-2.5900
-2.4200
-2.5000
-2.4200
-2.2600
-1.9900
-1.9900
-1.8700
-1.6900
-1.6500
-1.3500
-1.4500
-1.2200
-0.8900
-0.9400
-0.9500
-0.8500
-0.8200
-0.7700
-0.8400
-0.8700
-0.6900
-0.7500 -0.7400
-0.7300
-0.7200
-0.7100
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
ELEVATIONS ARE REFERENCED TO NAVD 88.
THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED USING PROJECT
CLASSIFICATION - GENERAL, AS DEFINED IN EM 1110-2-1003.
THE DATA ON THIS MAP IS REPRESENTATIVE OF A LARGER DATA SET.
THIS MAP IS CEPD COMPLIANT.
THE PLANIMETRICS SHOWN ON THIS MAP ARE FOR ORIENTATION PURPOSES ONLY.
SURVEY NOTES:
COORDINATES REFER TO THE NEW YORK L.I.L (NAD 1983) SYSTEM.
E4SCIENCES SURVEY REPORT (ATTACHMENT 1 OF SPECIFICATIONS).
2, FOR MORE DETAILED SURVEY DATA AND GROIN CONDITION, SEE
1, STATION 1+95 IS EQUIVALENT TO STATION 0+00 ON SHEET G-101
NOTES:
-0.6000
-0.5900
-0.5700
-0.4800
-0.4400
-0.4500
-0.4400
-0.3500
-0.4200
-0.3100
-0.3500
-0.2300
-0.2100
-0.2700
-0.1000
-0.1200
-0.1700
-0.1200
E
22 24
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
G R
O
IN
S
U R
V E
Y
V-102
E
E
E
E
E
R
R
R
R
R
R
R
R
R
R
R
R
R
R
E 1101284.421
N 153151.994
-0.0100
-0.0100
E 1101434.592
N 153127.358
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
IS
S
U E D
A T
E
SHEET OF
h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
New York District of Engineers
US Army Corps
J
U N
E
S O
L
IC
IT
A T
IO
N N
O
W
D S -1
-B -0
0.1400
0.1800
0.2600
0.3400
0.5000
0.4000
0.7300
0.7000
0.7400
0.7300
0.7700
0.8300
0.9200
0.8600
0.8700
1.0000
1.0200
1.0700
1.0800
1.1500
1.1200
1.1000
1.2800
1.2500
1.2700
1.3700
1.3400
1.5400
1.6700
1.6200
1.6400
1.5700
1.7700
1.7900
1.9500
2.0200
2.0100
1.9800
2.0700
2.2500 2.3000
2.3900
2.5400
2.5300
2.4900
2.6600
2.6700
2.8200
2.8200
2.8900
2.8900
2.9500
3.0300
3.0400
3.0200
3.1800
3.1300
3.1700
3.2700
3.4100
3.3500
3.3200
3.3900
3.3900
3.4900
3.4600
3.4900
3.6300
3.5600
3.6000
3.7900
3.9300
4.0600
4.0900
4.1100
4.3200
4.2700
4.3200
4.3500
4.4300
4.4100
4.4000 4.4500
4.4600
4.5200
4.5600
4.4700
4.6500
4.5900
4.6200
4.7700
4.7800
4.8000
4.7600
4.8400
4.8300
5.0100
4.9400
4.9700 5.0200
5.0200
5.10005.10005.10005.1000
5.1100
El.=5.100 E 1101198.260 N 152929.390 Cross Cut "C"
5.2400
5.2700
5.2200
5.2200
5.2800
5.3200
5.3300
5.4200
5.4200
5.4300
5.4500
5.4700
5.5500
5.6000
5.6000
5.9600
6.0700
6.0100
6.0300
6.0600
6.1400
6.1800
6.2200
6.2200
6.2900
6.2600 6.2400
6.2800
6.3000
6.2400
6.2700
6.2100
6.3400 6.4300
6.4200
6.3900
6.5300
6.5200
6.5300
6.4600
6.4400
6.5200
6.6500
6.5600 6.6000
6.6400
6.5800
6.7600
6.7000
6.7500 6.7800
6.7800
6.8400
6.9000
6.8900
6.8500
6.8000
6.8900
6.9500
6.9700
7.0000
6.9300
6.9900
6.9900
6.9100
7.0400
7.1100
7.0900
7.1100
7.0600
7.2300
7.2200
7.1900
7.2000 7.3700
7.3500
7.3500
7.3500
El.=7.430 E 1101493.960 N 153208.030 Stake
7.3800
7.4700
7.3800
7.3800
7.3800
7.3800
7.3800
7.4300
7.4300
7.4300
7.3900
7.3900
7.3900
7.5000
7.5000
7.5900
7.5100
7.5900
7.5800
7.7000
7.6500
7.6200
7.8400
8.0100
8.2100
8.3100
8.3900
8.3300
8.3600
8.5300
8.4700
8.4600
8.5400 8.5900
8.5800
8.7400
8.7100
8.7100
8.7700
8.8800
8.8800
8.8700
8.8900
8.9000
8.8900
8.9500
9.0700
9.0600
9.1100
9.0700
9.1200
9.1700
9.1400
9.3000
9.3400
9.2600
9.2600
9.4500
9.4200
9.3500
9.3500
9.4100
9.4400
9.4700
9.5600
9.5000
9.6200
9.6300
9.6800
9.8000
9.8000
9.8300
9.8200
9.9500
9.9300 10.1200
10.4100
10.5100
10.6500
10.8100
10.7900
10.9700
10.8800
10.9900
11.3700
11.5500
11.5800
11.9000
11.8300
12.0300
12.2000
12.6200
El.=13.910 E 1101260.380 N 153096.600 Stake
E
025 25 50FT
SCALE: 1"= 25’
12.5
El.=9.520 E 1100504.460 N 153278.010 Cross Cut
NSRS CONTROL
ELEVATION: 8.87’ NAVD88
BENCHMARK: K377 (KU1529)
LOCAL CONTROL
ELEVATION: 4.76’ NAVD88
BENCHMARK: WEST TOWN BOAT LAUNCH
-4.300
-4.100
-4.080
-3.810
-3.640
-3.590
-3.500
-3.470
-3.260
-3.340
-3.340
-3.280
-3.150
-3.190
-3.160
-3.230
-3.050
-3.100 0-2.580
-2.420
-2.370
-2.400
-2.220
-2.210
0 MLW -2.29
MLW -2.29
-1.860
-1.940
-1.720
-1.540
-1.390
-1.460
-1.410
-1.330
-1.260
-1.080
-1.150
-1.000
-0.700
-0.770
-0.700
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
ELEVATIONS ARE REFERENCED TO NAVD 88.
THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED USING PROJECT
CLASSIFICATION - GENERAL, AS DEFINED IN EM 1110-2-1003.
THE DATA ON THIS MAP IS REPRESENTATIVE OF A LARGER DATA SET.
THIS MAP IS CEPD COMPLIANT.
THE PLANIMETRICS SHOWN ON THIS MAP ARE FOR ORIENTATION PURPOSES ONLY.
SURVEY NOTES:
COORDINATES REFER TO THE NEW YORK L.I.L (NAD 1983) SYSTEM.
E4SCIENCES SURVEY REPORT (ATTACHMENT 1 OF SPECIFICATIONS).
2, FOR MORE DETAILED SURVEY DATA AND GROIN CONDITION, SEE
1, STATION 1+95 IS EQUIVALENT TO STATION 0+00 ON SHEET G-101
NOTES:
-0.670
-0.660
-0.460
-0.490
-0.300
-0.320
-0.330
-0.170
-0.220
-0.210
0 E
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
23 24
G R
O
IN
S
U R
V E
Y
V-103
E
E
E
E
E
S T
A T I
O N
C o m f o r t
R e s i d e a c h
T o w n f m p s t e a d
E
N
6 0
0.0000
-0.060
-0.090
-0.060
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
IS
S
U E D
A T
E
SHEET OF
h tt p /w w w .n a n .u s a c e .a rm y .m il
N E
W Y
O R
K
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
New York District of Engineers
US Army Corps
J
U N
E
S O
L
IC
IT
A T
IO
N N
O
W
D S -1
-B -0
0.0300
0.2100
0.3100 0.3500
0.2400
0.2800 0.3700
0.4100
0.4600
0.5600
0.6200
0.6800
0.8200
0.7500
0.7200
1.0400
1.0200 0.9500
1.0200
0.9600
1.0100
1.0800
1.1000
1.1200
1.2700 1.3600
1.3000
1.4700
1.5100 1.4900
1.6600
1.6500
1.6400
1.7400
1.7500
1.7700
1.7600
1.7600
1.8700
1.9500
MHW 1.99
MHW 1.99
2.2800
2.3000
2.2300
2.2400
2.2500
2.3400
2.3900
2.3800
2.5200
2.4900
2.5200
2.5500
2.6000
2.5800
2.6200
2.6300
2.6400
2.7800
2.8600
2.8800
3.0300
3.0100
2.9400
3.0300
3.0800
3.0500 3.2100
3.1600
3.1600
3.4600
3.4200
3.5200
3.5900
3.6500
3.8200
3.8700
4.0000
4.0400 3.9700
4.0600 4.0000
4.0400
4.1300
4.1400
4.1400
4.1300
4.2200
4.3100
4.3600 4.3300
4.3500
4.4900
4.4500
4.4700
4.4600
4.4400
4.6500 4.5600
4.6300
4.6300
4.6900
4.6900
4.7100
4.7100
4.8300
4.8100
4.8600
4.7900
4.9300
5.0000
4.9300
4.9800
4.9600
4.9700
4.95004.95004.95005.0000
El.=4.950
E 1100418.440
N 152879.230
Cross Cut "B"
5.0800 5.0500
5.0900
5.0400
5.0700 5.2700
5.2600
5.4000
5.51005.5000
5.5600
5.5900
5.6500
5.6900
5.6900
5.6400
5.5900
5.7000
5.7900
5.7100
5.87005.98006.0200 5.9500
6.06006.0800 6.0700
6.0700
6.1100
6.2200
6.3200
6.4000
6.4000
6.4800
6.4200
6.4400
6.5200
6.5200
6.7100
6.7100
6.6700
6.8000
6.9200
7.4500
7.5100
7.4900
7.6500
7.6000
7.7200
7.8700
7.8300
7.8100
7.8900
7.9400
8.2900
8.3300
8.8400
8.7600
9.3200
.5
.5
9.4600
9.5000
.5
.5
El.=15.370 E 1100481.310 N 153102.620 Stake
.3
.3
GROIN 55
-3.6000
-3.5000
-3.0700
-3.0200
-2.9900
-2.9800
-2.9300
-2.8100
-2.7400
-2.6400
-2.6300 -2.6200
-2.6000
-2.5600 -2.5600
-2.5400
-2.4700
-2.4500
-2.4200
-2.3900
-2.3500
-2.3400
MLW -2.29
MLW -2.29
-2.2600
-2.2500
-2.2200
-2.1900
-2.0900
-2.0900
-2.0600
-2.0500
-2.0500 -2.0400
-2.0200
-1.9700
-1.9600
-1.9500
-1.9100
-1.9100
-1.8800
-1.8600
-1.8200
-1.7500-1.7100
-1.7100
-1.7000
-1.6400
-1.5600
-1.5400
-1.4800
-1.3500
-1.3500
-1.3100
-1.3000
-1.1600 -1.1400
-1.0900
-1.0700
-1.0200
-0.9700
-0.8400
-0.8100
-0.7600 -0.7300-0.7200
-0.6700
-0.6700
-0.6400
-0.6200
-0.5400
-0.4800
-0.4700
-0.4600
-0.4600
-0.4500
-0.4400
-0.4100
-0.3800
-0.3400
-0.2900
-0.2200
-0.2200
-0.1900
-0.0900
N
N
N
0E 1
800 24 24
G R
O
IN
S
U R
V E
Y
L O
N G B
E A
C H
N A
S S
A U C
O U
N T
Y
N E
W Y
O R
K
G R
O
IN
C
O N
S T
R U
C T
IO
N R
E H
A B
IL
IT
A T
IO
N
V-104
N
N
N
N
N
E 1
E 1
E 1
E 1
E 1
E 1
E 1
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C…
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