Amendment_0007_Plans_Reach_2.pdf
PDF 38 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 2
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.pdf | ||
| Amendment_0008_Plans_for_Reach_1.pdf | ||
| Amendment_0007_Plans_Reach_1.pdf | ||
| Amendment_0007_Groin_52-55.jpg | JPG image | |
| Amendment_0007.pdf | ||
| Amendment_0007_Section_00_21_16.pdf | ||
| Amendment_0007_Spec_Section_01_35_26.pdf | ||
| Amendment_0007_Spec_Section_35_31_29.40.pdf | ||
| Amendment_0006.pdf | ||
| Amendment_0005.pdf | ||
| Amendment_0005_Table_of_Contents.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 | ||
| Long_Beach_Final100_OCT2815.pdf | ||
| USACE_calculator_Long_Beach_NY_monthly_2015_(24_Aug_15).xlsx | XLSX spreadsheet |
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IDENTIFICATION
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US Army Corps
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New York District of Engineers
US Army Corps
S O
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A T
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N N
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LOCATION MAP
PROJECT SITE
LOCATION MAP
NTS
GROIN 47 CROSS SECTIONS
GROIN 44 CROSS SECTIONS
GROIN 43 CROSS SECTIONS
GROIN 42 CROSS SECTIONS
GROIN 40 CROSS SECTIONS
GROIN 39 CROSS SECTIONS
GROIN 38 CROSS SECTIONS
GROIN 36 CROSS SECTIONS
GROIN 35 CROSS SECTIONS
GROIN 34 CROSS SECTIONS
GROIN 32 CROSS SECTIONS
GROIN 30 CROSS SECTIONS
GROIN 29 CROSS SECTIONS
GROIN 27 CROSS SECTIONS
GROIN 25 CROSS SECTIONS
CS-315
CS-314
CS-313
CS-312
CS-311
CS-310
CS-309
CS-308
CS-307
CS-306
CS-305
CS-304
CS-303
CS-302
CS-301
DRAWING NO.
INDEX TO DRAWINGS
TITLE SHEET NO.
GROIN 47 PLAN AND PROFILE
GROIN 44 PLAN AND PROFILE
GROIN 43 PLAN AND PROFILE
GROIN 42 PLAN AND PROFILE
GROIN 40 PLAN AND PROFILE
GROIN 39 PLAN AND PROFILE
GROIN 38 PLAN AND PROFILE
GROIN 36 PLAN AND PROFILE
GROIN 35 PLAN AND PROFILE
GROIN 34 PLAN AND PROFILE
GROIN 32 PLAN AND PROFILE
GROIN 30 PLAN AND PROFILE
GROIN 29 PLAN AND PROFILE
GROIN 27 PLAN AND PROFILE
GROIN 25 PLAN AND PROFILE
GENERAL PLAN GROINS NO.42, 43, 44 & 47
GENERAL PLAN GROINS NO.34, 35, 36, 38, 39 & 40
GENERAL PLAN GROINS NO.25, 27, 29, 30 & 32
ACCESS ROADS AND STAGING AREAS
COVER SHEET & INDEX TO DRAWINGS
CS-115
CS-114
CS-113
CS-112
CS-111
CS-110
CS-109
CS-108
CS-107
CS-106
CS-105
CS-104
CS-103
CS-102
CS-101
G-103
G-102
G-101
G-002
G-001
NTS
D e l a w a r e
R i v e r
H u d s o n
R 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
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PROJECT LOCATION
L O
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LONG BEACH, NASSAU COUNTY NEW YORK
CONTRACT NO.1 REACH 2 - CITY OF LONG BEACH
LONG BEACH ISLAND
JONES INLET TO EAST ROCKAWAY INLET
ATLANTIC COAST OF LONG ISLAND
REDUCTION PROJECT
HURRICANE AND STORM DAMAGE
L O
N G B
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C H C
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N E
W Y
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N
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.
INLET SEE REACH I SHEET G-003
LONG BEACH BLVD TO JONES
ACCESS ROAD CONTINUES ON
G-002
AND ACCESS ROADS
REACH 2 - CONTRACTOR STAGING AREAS
A N
D A
C C
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S R
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2 35
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0600 600 1200
SCALE: 1"= 600’
Long Beach
Long Island, New York
Atlantic Ocean
N E
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WEST BROADWAY
EAST BROADWAY
WEST PARK AVE
EAST PARK AVE
LANDWARD OF GROIN REHAB DESIGNATED WORK SECTIONS.
PUBLIC PASSAGE MUST BE MAINTAINED ALONG SHORE
WITH THE CITY OF LONG BEACH.TO BE COORDINATED
TRANSFER OF MATERIAL & EQUIPMENT ALONG THE BEACH
WL2
WL1
WL3
WL5
WL6WL4
WL8
WL10
WL12
WL15
WL16
WL14
WL11
WL9
WL7
CONTRACTOR WORKING LIMIT
WL6A
A C
C E
A D
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
N
N
N
WL13
WL13A
T
A .3
S T
A .2
S T
A .4
S T
A .5
Groin 25 Groin 27 Groin 29
-1 .2
-1 .1
-0 .8
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-7 .8
-7 .4
-6 .5
-6 .8
-6 .4
-7 .0
-7 .6
-9 .7
-9 .5
-9 .0
-7 .7
-6 .6
-6 .5
0-7 .9
-8 .0
-7 .5
-7 .2
-7 .4
-7 .1
-8 .7
-1 .0
-9 .2
-9 .1
-8 .4
-8 .5
-7 .8
-7 .8
0-7 .2
-6 .3
-7 .0
-4 .4
-4 .4
-1 .0
-7 .7
-7 .1
-8 .0
-3 .3
-3 .5
-4 .9
-2 .4
-7 .9
0 -7 .3
-7 .5
-6 .4
-6 .0
-5 .9
-5 .8
-5 .3
-5 .2
-5 .1
-5 .4
-6 .4
-6 .7
-1 .0
-0 .7
-1 .1
-1 .6
-1 .2
-2 .7
-4 .1
-6 .9
-6 .8
-6 .9
-7 .2
-7 .5
-5 .8
-5 .6
-5 .8
-4 .9
-2 .7
-1 .2
-0 .0
-0 .3
-3 .5
-0 .3
-2 .8
-2 .2
-5 .5
-6 .0
-5 .7
-5 .8
-6 .2
-4 .8
-4 .4
-3 .9
-2 .3
-2 .4
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-1 .2
-4 .5
-4 .5
-4 .5
-4 .7
-5 .2
-3 .2
-3 .0
-2 .5
-1 .1
.8
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-1 .2
-1 .4
-2 .8
-2 .9
-3 .5
-3 .8
-2 .2
-1 .9
-1 .8
-0 .1
.6
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-1 .7
-2 .0
-1 .8
-2 .2
-0 .9
-0 .7
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-0 .7
-1 .1
-1 .1
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-4 .6
-6 .2
-6 .1
-5 .5
-5 .4
-5 .2
-5 .9
-5 .8
-8 .3
-8 .3
-9 .6
-6 .8
-6 .0
-6 .0
-6 .1
-5 .9
-6 .2
-6 .5
-9 .8
-1 .2
-9 .8
-1 .6
-1 .1
-1 .9
-1 .2
-7 .6
-7 .9
-9 .0
-8 .9
-1 .4
-9 .5
-3 .0
-3 .3
-4 .3
-8 .6
-2 .1
-3 .1
-3 .4
-9 .0
-8 .3
-6 .6
-6 .3
-7 .0
-8 .2
-8 .0
-8 .3
-8 .5
-8 .6
0 -8 .5
0-8 .4
-8 .5
-3 .7
-1 .0
-0 .4
-2 .2
-2 .1
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-1 .0
.2
.2
.3
.7
.4
.0
-0 .1
-1 .8
-2 .5
-4 .1
-8 .0
-7 .8
-8 .3
-7 .1
-7 .2
-6 .6
-7 .2
-7 .8
-6 .4
-6 .3
0 -6 .3
-5 .9
-6 .1
-5 .9
-5 .8
-3 .4
-2 .7
.9
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.4
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-2 .7
-5 .4
-5 .6
-4 .4
-5 .2
0 -5 .5
-4 .8
-5 .2
-5 .6
-4 .7
-5 .1
-4 .3
-3 .8
-3 .9
-3 .2
-1 .7
-0 .8
-0 .6
.9
0-1 .4
-2 .0
.3
-1 .6
-4 .6
-4 .7
-4 .8
-2 .8
-2 .9
-2 .5
-2 .5
-1 .2
.4
.7
.0
.6
.5
.5
-1 .1
-0 .8
-2 .9
-3 .6
-4 .0
-2 .2
-1 .7
-1 .2
-1 .0
-0 .3
.5
.4
.6
.4
-1 .1
-1 .7
-2 .0
-0 .4
-0 .3
-0 .2
-0 .1
.4
.2
.0
.6
.3
.1
.3
.6
.2
.3
.8
.2
.7
.6
.6
.7
.7
.9
0 2 .2
.4
.8
.3
.2
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.1
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.9
.2
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.8
.8
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.1
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-7 .7
-7 .1
-7 .4
-6 .5
-7 .0
-5 .7
-5 .8
-4 .4
-1 .1
-1 .6
-7 .4
-6 .9
-7 .7
-8 .9
-1 .4
-1 .9
-1 .3
-1 .2
-1 .0
-1 .0
-7 .4
-9 .3
-1 .5
-1 .3
-9 .3
-7 .4
-5 .1
-7 .9
-8 .1
-7 .5
-7 .8
-8 .1
-7 .4
-9 .4
-9 .7
-8 .4
-9 .2
-9 .6
-8 .9
-4 .0
-0 .7
-0 .6
-0 .7
-1 .2
-2 .4
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-1 .7
-5 .1
-1 .5
-1 .9
-9 .4
-8 .8
-8 .4
-8 .2
-7 .4
0 -6 .9
-7 .0
-6 .8
-7 .7
-7 .8
-7 .8
-3 .8
-0 .8
-0 .2
-2 .4
-0 .2
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-0 .4
-1 .1
-0 .3
-3 .0
-8 .1
-7 .4
-7 .6
-6 .6
-6 .8
-6 .1
-6 .4
-6 .5
-6 .4
-7 .0
-7 .0
-2 .1
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-1 .2
-0 .7
-3 .8
-6 .8
-5 .6
-5 .9
0 -5 .3
-5 .9
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0 -6 .0
-5 .7
-5 .6
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-5 .3
-0 .3
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-1 .3
-2 .1
-4 .8
-4 .6
-3 .7
-4 .9
-5 .0
-4 .0
-4 .5
-4 .9
-5 .5
-4 .6
-4 .5
-4 .6
-4 .2
-4 .1
-0 .7
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-1 .4
-3 .6
-3 .8
-4 .2
-4 .6
-2 .8
-2 .5
-2 .7
-2 .6
-1 .0
-1 .1
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.8
-0 .0
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-1 .3
-3 .2
-2 .5
-2 .8
-3 .2
-1 .9
-1 .8
-2 .2
-2 .3
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-0 .0
-0 .7
-0 .9
-0 .4
-0 .1
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-5 .1
-1 .0
-1 .3
-5 .1
-4 .9
-5 .4
-6 .2
-6 .2
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-2 .1
-2 .2
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-1 .0
-0 .4
-4 .3
-2 .1
-8 .6
-1 .2
-1 .0
-6 .6
-5 .7
-5 .8
-5 .6
-6 .3
-6 .6
-6 .1
-7 .7
.2
.5
.3
.0
.9
.0
.6
-0 .0
-0 .7
-1 .1
-8 .0
-7 .1
-7 .7
-8 .2
-9 .1
-1 .5
-9 .6
-9 .5
-8 .2
-6 .9
-6 .8
-7 .3
-9 .0
-8 .3
27B 25B
29B
STA.0+00 STA.0+00 STA.0+00
27A
29A
218.63’221.76’
25A
A C
C E
A D
G-101
0200 200 400
SCALE: 1"= 200’
ROCK STOCKPILE
100’X200’ ROCK STOCKPILE
100’X200’
E
N
N153000N153000
E
E
E
REACH 2 WORK LIMITREACH 2 WORK LIMIT
REACH 2 WORK LIMITREACH 2 WORK LIMIT
S T
A .0
S T
A .1
232.25’
W BROADWAY
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L O
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M A
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G A
V E
W
IS
C O
N S
IN
S
T
D E
L A
W A
R E A
V E
N E
B R
A S
K A S
T
A L
A B
A M
A S
T
O R
E G
A N
IZ
IO
N A A
V E
C A
L
IF
O R
N
IA
S
T
P E
N N
S Y
L V
A N
IA
S
T
G R
A N
D B
L V
D
W PENN ST
WL2
WL1
WL3
WL5
WL6WL4
POINT EASTING NORTHING
CONTRACTOR WORKING LIMIT
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
30A
30B
32A
32B
32C
N E
W Y
O R
K A
V E
STOCKPILE
ROCK
100’X200’
ACCESS ROAD
ACCESS ROAD
G E
N E
R A
L N
O T
E S
W O
R K L
IM
IT
P
L A
G
O
IN
S
A C
C E
S S R
O A
D S
T O
C K
P
IL
N T
R A
C T
O R S
T A
G
IN
G A
R E
A
WL6A
BASELINE
AND TIMBER CROSSOVERS
RECENTLY CONSTRUCTED DUNES
WL6A 1071153.55 152131.74
WL6 1071153.55 152021.12
WL5 1070595.43 151420.31
WL4 1070131.83 152014.04
WL3 1068700.00 151401.69
WL2 1067126.60 151456.61
WL1 1067128.56 151992.51
BE REHABBED
GROIN NOT TO
BE REHABBED
GROIN NOT TO
BE REHABBED
GROIN NOT TO
Groin 24
Groin 26
Groin 28 Groin 30 Groin 32
STA.0+00
STA.0+00
201.86’ 217.53’
30C
TO BE REHABBED
LINDELL BLVD NOT
GROIN 33 AT
A
T E
S
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
R E
A C
H C
IT
Y O
F L
O N
G B
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
SHEET OF 35
-1.2 -1.0 -0.6 -0.8 0.1 0.1 1.3 1.4
0.2 0.1
-1.1 -1.0 -1.2
-1.4
-2.4 -2.2 -1.9 -1.6 -0.5
-0.1 1.5
0.7 -0.5 -1.0 -1.7
-2.1 -2.0
-3.4 -3.0
-3.3 -2.9 -1.4 -0.4
0.2 0.2 -0.5
-1.6 -1.9 -1.9 -2.6 -2.9
-2.8
-3.2 -3.2 -3.3 -3.6
-1.6 -1.5 -2.1
-1.1 -1.8 -3.8 -3.4
-3.3
-3.1
-3.5 -3.5
-4.2 -3.7
-2.9
-3.1 -1.7 -5.2 -4.7 -3.7 -3.6
-3.9 -4.8 -4.4 -5.8
-4.0 -3.9
-0.7 -3.2
-4.2
-4.8
-4.8 -4.4 -3.7
-4.5
-4.7
-6.2 -5.8 -6.1 -6.9
-5.7
-6.6
-4.9
-5.1
-4.7
5.9
5.6
4.8 3.9
4.5
5.5
4.1
4.1 4.0 3.7
1.9 2.0
3.8
2.7
-2.4
-6.5 -6.6
-4.6
-4.9
-5.9 -5.2
-5.5 -6.1
-6.4
-6.4
-7.1
-7.3
-8.5
-6.1 -4.9
-4.9 -4.9
-7.0
-6.3
-5.8
-6.5
-7.0
-7.5
-8.4
-3.9
-3.5
-6.2
-6.9
-8.1
-8.0
-8.8
6.5 6.9 6.0
4.5 4.8
3.8 4.0 4.6 4.8 4.0
4.5 4.6 4.6
5.6 5.6 5.4
5.5
4.5 4.4 4.6
2.3
2.5 3.2
0.4
-0.3
0.2
-0.2
-0.6
0.5 0.8 0.1
1.2 1.0 1.5 1.9 0.9 1.2 0.8 0.4 0.3 0.5
0.2
0.3
0.2 0.2
-0.4 2.4
-0.1 -0.3 -0.4 -0.6 -0.6
0.4 0.1 -0.1 1.5 2.7
1.7 0.7 0.6 -0.1 -0.4 -0.3 -0.2
-0.9 -0.8 -0.6
-1.0
0.1 0.4
0.9 0.5 -1.4
-1.1
-0.8 -0.8
-2.8 -2.5 -2.9
-3.4 -0.2 -0.3
1.0 -1.5 -1.1
-2.5
-2.1 -2.1
-4.1 -3.8 -4.2
-4.9
-2.5 -2.6
-1.5
-3.2
-3.3 -4.3 -1.7
-3.1
-1.3 -2.9
-5.0
-5.3 -1.5 -0.3 -1.3
-0.3 -1.5 -0.6
-2.6
-3.1 -4.4 -5.2
-3.6
-6.4
-5.1
-3.4
-4.0 -6.1 -6.6
-3.5 -2.4 -2.4
-1.0 -3.9 -5.6 -4.6
-6.2 -3.5
-5.6
-5.5
-4.3
-4.5
-3.9 -3.9
-6.5 -7.4 -7.0 -6.9 -1.3 -4.1 -4.9
-5.0 -6.4 -5.5
-5.7 -5.9 -5.8
-4.9
5.1
5.4
5.8
4.2 4.2
4.2
3.1
3.7
-3.9
-5.5
-4.7 -5.9
-7.2
-6.3 -5.9
-6.6
-7.0
-7.5
-7.1
-5.4
-6.4
-5.8
-5.9 -6.6
-6.6 -6.8
-7.6
-6.8
-6.0
-5.8
-6.0
-6.6
-7.4
-7.7
5.0 5.0
5.0 5.3 5.2
6.8 6.1
5.9 5.9
4.9
4.8 4.4
4.2 4.3
4.8
3.0 3.5 3.2 2.8 2.8 2.7 3.3 2.7 2.8 3.1 2.6
0.9 1.0 1.2 1.1
1.3 2.4
4.0 3.9
2.9 1.1
0.9 1.1
0.8
E
N 151000 N 151000
E
A .8
S T
A .9
S T
A .1
S T
A .1
S T
A .7
G-102
ROCK STOCKPILE
150’X300’
ROCK STOCKPILE
100’X200’
ROCK STOCKPILE
100’X200’
REACH 2 WORK LIMITREACH 2 WORK LIMIT
REACH 2 WORK LIMITREACH 2 WORK LIMIT
BASELINE
BE REHABBED
GROIN NOT TO
W O
R K L
IM
IT
P
L A
N G
R O
IN
S
A C
C E
S S R
O A
D S
T O
C K
P
IL
N T
R A
C T
O R S
T A
G
IN
G A
R E
A
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
ACCESS ROAD
Groin 38 Groin 40
-6 .9
-7 .7
-6 .8
-7 .2
-8 .2
-8 .9
-8 .8
-8 .6
-7 .6
-6 .8
-7 .5
-7 .5
-7 .5
-8 .0
-7 .4
-8 .1
-9 .6
-9 .4
-1 .5
-1 .5
-1 .4
-1 .2
-1 .5
-9 .2
-2 .5
-6 .6
-7 .8
0 -9 .4
-9 .8
-9 .4
-8 .8
-1 .6
0 -3 .9
-1 .4
.0
-0 .7
0 -2 .5
-1 .6
-1 .5
-4 .2
-5 .7
-5 .4
-4 .6
-4 .5
-4 .5
-4 .1
-5 .2
-4 .9
-7 .2
-8 .1
-7 .5
-7 .5
-7 .9
-9 .3
-4 .0
-0 .0
.3
-0 .5
.3
.0
.8
-0 .2
-2 .2
-5 .6
-4 .6
-3 .9
-4 .1
0 -4 .3
0-7 .2
-7 .4
-7 .0
-6 .6
-6 .4
-6 .1
-7 .9
-5 .5
-6 .2
-4 .7
-3 .3
-0 .9
.2
-0 .0
-0 .9
0-4 .2
-3 .3
-3 .1
-3 .2
-3 .5
-6 .5
-6 .3
-5 .9
-5 .2
-4 .8
-6 .2
-6 .2
-5 .2
-1 .6
-0 .0
.8
.5
.4
.1
-4 .3
-2 .9
-2 .6
-2 .4
-2 .4
-2 .2
-5 .8
-5 .6
-5 .2
-5 .1
-4 .2
-3 .7
-1 .5
.8
.1
.6
.9
-0 .6
-2 .9
-2 .2
-2 .0
-1 .9
-2 .0
-3 .2
-3 .1
0 -3 .4
.7
.5
.6
.8
.6
.7
-0 .7
-2 .0
-1 .6
-1 .4
-1 .1
-1 .1
-1 .8
-1 .6
-1 .6
.4
.4
.6
-1 .1
-0 .9
-0 .7
-0 .6
-0 .6
-0 .8
-0 .7
-0 .8
.0
.0
.1
.5
-0 .9
-0 .5
-0 .1
-0 .0
-0 .0
-0 .0
.0
.2
.3
.8
.6
.4
.1
.4
.5
.4
.5
.7
.1
.4
.4
.0
.6
.6
.7
.7
.0
.8
.6
.6
.8
.7
-7 .3
-7 .0
-8 .2
-7 .5
-8 .7
0-9 .1
-9 .2
-9 .4
-9 .4
-9 .7
-8 .8
0-9 .3
-8 .9
-8 .5
-7 .6
-7 .3
-7 .1
-8 .2
-8 .9
-9 .6
-1 .0
-1 .3
-9 .8
-1 .4
0 - .9
-1 .6
-9 .8
-1 .5
-1 .7
-9 .6
0 -8 .7
-8 .1
0 3 .5
.3
-3 .4
.5
-9 .3
-6 .2
-6 .4
-4 .9
-5 .4
-6 .8
-9 .6
0 -9 .5
-9 .5
-8 .3
0 -5 .7
-3 .9
-1 .8
-1 .9
-1 .9
-0 .5
-0 .5
0 -2 .7
-8 .1
-6 .0
-4 .6
-5 .1
-9 .3
0-8 .2
0 -7 .9
-7 .9
0 -8 .0
-7 .6
-4 .9
-3 .0
-0 .6
-0 .5
-0 .1
-2 .5
-1 .5
-2 .9
-2 .6
-3 .0
-6 .4
0 -5 .7
-4 .0
-4 .0
-4 .2
-6 .9
-6 .4
-6 .5
-5 .0
-6 .0
-3 .2
-2 .2
-2 .2
-0 .8
.0
.2
.2
.6
.6
-0 .1
-4 .4
0 -3 .2
-3 .3
-3 .3
-4 .7
-4 .4
-4 .5
-1 .7
-1 .1
-0 .1
.1
.0
.6
.6
-4 .6
0 -0 .9
-3 .4
-3 .4
-2 .3
-2 .4
-2 .5
-3 .7
-3 .4
-4 .2
-1 .0
.8
.5
.8
.3
.8
-1 .2
-2 .6
-1 .8
-1 .7
-1 .5
-2 .4
-2 .3
-2 .4
.1
.0
.5
.5
.8
.4
.1
-1 .4
-0 .9
-0 .8
-1 .6
-1 .3
-1 .8
-0 .2
.4
.0
.7
.7
.0
-1 .4
-0 .5
-0 .3
-0 .1
-0 .3
-0 .2
.1
.4
.4
.9
.0
-0 .1
.1
.3
.2
.4
.7
.5
.2
.7
.1
.0
.9
.2
.3
.8
.0
.6
.6
.6
.6
.2
.4
.0
.8
.5
.1
-3 .2
-3 .0
-1 .9
-1 .5
-1 .3
-1 .1
-9 .6
-8 .0
-8 .9
-8 .5
-7 .9
-7 .9
-7 .7
-8 .8
-8 .4
-9 .1
.6
.1
.0
.4
.6
.6
.8
.2
-0 .0
-3 .9
-8 .5
-8 .6
-9 .6
-9 .7
-8 .2
-7 .4
-6 .8
-8 .3
-8 .0
-8 .0
38C
40B
40C
Groin 36Groin 35Groin 34
-1 .9
-1 .9
-1 .1
-1 .9
-1 .2
-1 .9
-1 .2
-6 .0
-5 .3
-3 .0
-5 .7
-2 .1
-7 .5
-5 .8
-1 .0
-1 .7
-1 .4
-9 .6
-8 .9
-8 .2
-7 .8
-7 .5
-1 .5
0- .4
-9 .0
-9 .6
0 -1
.2
-9 .9
-1 .2
-7 .9
-2 .9
-3 .6
-2 .7
-3 .1
-1 .0
-0 .7
-2 .5
-4 .4
0 -6 .0
-8 .2
-8 .0
0-9 .0
-8 .1
-7 .9
-8 .3
-7 .6
-8 .1
-8 .1
-8 .1
-8 .0
-7 .2
-7 .4
-6 .0
-4 .2
-3 .6
-2 .3
0 -0 .2
-0 .6
-0 .5
-2 .5
-2 .2
-3 .0
0-5 .6
-5 .8
-6 .1
-6 .4
-7 .0
-7 .6
-6 .4
-5 .7
-5 .4
-5 .4
-3 .8
-2 .7
-2 .4
-1 .6
-0 .8
-2 .5
-1 .6
-3 .6
-5 .2
-5 .0
-5 .4
-6 .0
-6 .2
-5 .0
-4 .4
-4 .6
-4 .1
-1 .8
-0 .8
.7
-1 .5
-0 .7
-3 .8
-4 .3
-4 .5
-4 .9
-5 .0
-7 .1
-7 .0
-6 .7
-6 .9
-7 .0
-7 .5
-7 .5
-8 .3
-9 .0
-1 .8
-1 .8
-8 .5
-7 .6
-7 .8
-7 .6
-7 .4
-7 .5
-8 .3
-8 .3
-9 .2
-9 .5
-8 .9
-9 .5
-1 .6
-1 .5
-6 .0
-7 .6
-2 .6
-4 .0
-3 .8
-9 .2
-8 .6
-1 .4
-7 .5
-7 .9
-8 .3
-7 .8
0 -7 .7
-1 .4
-1 .3
-1 .1
-1 .1
-1 .2
-1 .9
-9 .7
-2 .8
-2 .6
-1 .7
.0
-0 .0
-0 .2
-1 .3
-2 .9
-5 .3
0 -8 .5
-8 .8
-8 .3
-6 .7
-6 .8
-7 .3
0 -6 .8
-7 .5
-1 .7
-1 .8
-1 .2
-1 .2
-1 .5
-9 .3
.0
-2 .8
-2 .1
0 -2 .8
0 -7 .1
0 -7 .8
-5 .5
-4 .3
-4 .3
0 -4 .7
-4 .9
-5 .2
-7 .5
-7 .5
-6 .8
-7 .1
-8 .3
0 -2 .3
-1 .9
-1 .0
-2 .6
-1 .6
-2 .6
-5 .9
-6 .8
-4 .0
-4 .0
0 -4 .2
0 -4 .5
-4 .4
-6 .7
-7 .5
-5 .9
-3 .1
-2 .8
-2 .9
-2 .3
-1 .7
-1 .6
-3 .5
-2 .2
-3 .6
-4 .0
-4 .6
-3 .6
-3 .7
-3 .8
-5 .6
-5 .6
-5 .5
-5 .2
-4 .5
-4 .6
-5 .8
-2 .1
-2 .0
-2 .3
-1 .8
-4 .6
-3 .6
-3 .7
-5 .5
-5 .0
-4 .0
-4 .8
-3 .0
-0 .5
-0 .1
.3
-1 .6
.9
.9
.0
-1 .3
-2 .2
-2 .3
-1 .9
-2 .5
-3 .6
-2 .8
-2 .5
-2 .4
-3 .3
-3 .0
-3 .0
-0 .2
.4
.2
.5
-0 .1
-0 .7
-0 .6
-1 .9
-1 .3
-1 .5
-2 .1
-1 .4
0 -1 .2
-1 .5
.3
.4
.0
.2
-0 .9
-0 .7
-0 .6
-0 .7
-0 .8
-0 .7
-0 .6
-0 .5
.9
.4
.2
.7
.1
-0 .1
-0 .6
-0 .0
-0 .1
-0 .2
-0 .2
.0
.5
.6
.7
.5
.0
.9
.7
.2
.7
.8
.9
.7
.9
.4
.0
.0
.5
.0
.0
.3
.1
.6
.3
.4
.2
.4
.0
.2
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34B
34C 35C
35B 36B
36C
STA.0+00 STA.0+00
STA.0+00
STA.0+00
STA.0+00
36A 35A
34A
40A
229.06’
285.53’ 238.83’
190.15’173.38’
E
E
E
E
E
E
L A
U R
E L T
O N B
L V
D
M A
G N
O L
IA
B
L V
D
N A
T
IO
N A
L B
L V
D
L A
F A
Y E
T T
E B
L V
D
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W A
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S B
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D
R
IV
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S
ID
E B
L V
D
W A
S H
IN
G T
O N B
L V
D
W BROADWAY
WL7
WL9
WL11
ACCESS ROAD
ACCESS ROAD
WILL BE ALLOWED AS DIRECTED BY THE COR
TRANSPORT OF EQUIPMENT AND MATERIAL
FROM MEMORIAL DAY THROUGH LABOR DAY.
BETWEEN MAGNOLIA BLVD AND LONG BEACH BLVD
NO WORK OR STOCK PILED MATERIAL ALLOWED
Groin 39 Groin 37
245.47’
39A
39B
39C
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40B
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-3 .8
-3 .8
0 -3 .4
-3 .2
-2 .9
-3 .7
-3 .0
-4 .1
-0 .3
.0
.5
-0 .3
-0 .2
-2 .4
-2 .0
-2 .0
-2 .2
-2 .6
-3 .3
-2 .1
-2 .1
-2 .8
.1
-0 .1
-0 .1
0-0 .4
.2
.7
.4
.9
0-0 .9
-3 .0
-2 .2
-1 .1
-1 .4
-1 .7
-1 .6
-1 .8
-1 .3
-0 .6
.6
.1
.9
.7
-1 .1
-2 .3
-0 .8
-0 .6
-0 .4
-1 .0
-0 .7
-0 .8
.4
.0
.3
-1 .1
-1 .2
-0 .7
-0 .6
-0 .5
-0 .3
-0 .1
.1
.8
.6
.7
.7
.6
-0 .2
.0
.0
.1
.6
.7
.1
.1
.7
.2
.9
.6
.7
.7
.5
.2
.6
.4
.1
.6
.9
.1
.9
.9
.9
.9
.8
.3
.2
.7
0 2 .7
.0
.7
.7
.6
.6
.8
.8
.3
.1
.7
.7
.7
.6
.8
-7 .9
-9 .7
-1 .1
0-1
.8
-1 .5
-1 .4
-4 .3
-3 .9
-4 .0
-2 .6
-0 .4
.3
-0 .1
-0 .1
-0 .8
-2 .3
-2 .6
-2 .8
-3 .2
-3 .5
-2 .5
-2 .1
-2 .8
-2 .1
-1 .1
.2
.7
-0 .2
-0 .3
-0 .0
-0 .0
-2 .0
-2 .0
-2 .4
0 -2 .4
-1 .7
-1 .7
-1 .8
.2
.8
.3
.8
-1 .4
-0 .9
-1 .0
-1 .1
-1 .0
-1 .1
-1 .0
.3
.4
.1
.9
-0 .6
-1 .4
-0 .5
-0 .4
-0 .8
-0 .5
-0 .7
-0 .7
-0 .4
.1
.8
.1
.4
-0 .5
-0 .5
-0 .2
-0 .4
.1
.3
.3
.7
.5
.4
.3
.5
.3
.0
.4
.7
.9
.3
.9
.2
.6
.4
.3
.4
.2
.5
.4
.7
.4
.2
.4
.4
.0
.3
.1
0 3 .5
.7
.7
.1
.2
.3
.1
.2
.7
.8
.8
.8
.7
.3
.4
.0
.0
.8
.2
.4
.0
.8
.7
.7
.9
.4
.8
.1
.8
.7
-0 .2
.3
-0 .8
-2 .4
-2 .3
-1 .0
-1 .9
.7
.7
.9
.2
.3
.7
.4
-0 .3
.3
.1
.5
-1 .1
-4 .4
-0 .3
-4 .8
-7 .2
-1 .1
-1 .2
-1 .5
-1 .0
-9 .2
.2
.0
.7
.7
.0
.5
.9
.3
-1 .6
-2 .0
-2 .3
-2 .6
-2 .8
-2 .9
-3 .8
-1 .0
-9 .8
-9 .3
-9 .2
-8 .9
-8 .8
-7 .6
-7 .2
-7 .3
-7 .4
-7 .5
34B
34C 35C
35B 36B
36C
STA.0+00 STA.0+00
STA.0+00
STA.0+00
STA.0+00
36A 35A
34A 38A
40A
WL8
WL10
POINT EASTING NORTHING
CONTRACTOR WORKING LIMIT
WL11 1078491.11 151297.12
WL10 1078335.54 152031.16
WL9 1076943.57 151450.92
WL8 1076830.27 152208.60
WL7 1075314.42 151493.01
Construction
Site
Hebrew Academy of Long Beach
Hebrew Academy of Long Beach
0200 200 400
SCALE: 1"= 200’
38B38B
N
STA.0+00
LONG BEACH
N 151000N 151000
N 153000N 153000
STA.0+00
A .1
S T
A .1
S T
A .1
S T
A .1
S T
A .1
S T
A .1
G-103
0200 200 400
SCALE: 1"= 200’
Groin 44 Groin 45
Groin 47 Groin 48
ROCK STOCKPILE
100’X200’
STOCKPILE
ROCK
150’X250’
N
E
E
N153000N153000
E
E
REACH 2 WORK LIMITREACH 2 WORK LIMIT REACH 2 WORK LIMITREACH 2 WORK LIMIT
SHORE ROAD
E BROADWAY
E PENN ST
BOARD WALK
L
IN
C O
L N B
L V
D
F R
A N
K L
Y N B
L V
D
N E
P T
U N
E B
L V
D
R O
O S
E V
E L T B
L V
D
P A
C
IF
IC
B
L V
D
M A
P L E B
L V
D
C L E
V E
L A
N D A
V E
T A
F T A
V E
W
IL
S O
N A
V E
C O
O L
ID
G E A
V E
A T
L A
N T
IC
A
V E
B E
L M
O N
T A
V E
M
IT
C H
E L L A
V E
H A
R D
IN
G A
V E
WL12
WL13
WL15
WL16
WL14
POINT EASTING NORTHING
CONTRACTOR WORKING LIMIT
AREA
STAGING
100’X200’
43A
43B
42A
42C
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD
W O
R K L
IM
IT
P
L A
N
G
R O
IN
S
A C
C E
S S R
O A
D S
T O
C K
P
IL
N T
R A
C T
O R S
T A
G
IN
G A
R E
A
AVOID IMPACT TO STRUCTURES
OF PACIFIC BLVD FOR VEHICLE CROSSING AS NEEDED TO
NOTE: PROVIDE PROTECTIVE RAMPS OVER GROINS WEST
M O
N R
O E B
L V
D
L O
N G B
E A
C H B
L V
D
WL13A
WL16 1084299.42 151236.75
WL15 1084299.76 151920.96
WL14 1081685.82 151131.03
WL13A 1082442.44 151836.50
WL13 1082442.44 151951.88
WL12 1080805.39 151910.06
SHEET G-102
SEE NOTE
STAGING AREASTAGING AREA
Groin 43Groin 42
Groin 41
BE REHABBED
GROIN NOT TO
BE REHABBED
GROIN NOT TO
BE REHABBED
GROIN NOT TO
211.05’
196.17’
STA.0+00
AND TIMBER CROSSOVERS.
RECENTLY CONSTRUCTED DUNES
STAGING AREA TO BE FENCED
OVER, AND BEACH TO BE MAINTAINED
(PUBLIC ACCESS TO REST ROOM, WALK
225’
250’
BASELINE
STA.0+00
STA.0+00
44A
44B
44C
47A
47B
47C
43B
43A
43C
42A
42C
42B
STA.0+00
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
R E
A C
H C
IT
Y O
F L
O N
G B
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
SHEET OF 35
4.5
3.4
5.8
4.3
4.5
3.3
2.9
4.6
1.4
1.7
3.0
0.4
-0.6
-3.3 -0.1 -0.3
-1.4 -2.2 -0.5 -1.7 -2.4
-14.0
-14.5
-12.9
-12.9
-11.3
-10.6
-11.1
-10.9
-10.6
5.2 4.7 4.5 4.0 4.6
3.2 2.7 4.6 5.8 2.5 2.1
1.0
1.2 2.8 3.2 4.8 4.5 4.1 0.2
0.9
-0.7
0.1 2.4 2.7 4.8 3.9 3.3 2.9 -1.4
-2.2
-3.4 -1.1
0.4 2.2 2.9 2.9 -0.2 1.4 1.2 -2.6 -0.6 -3.2
-3.3
-3.8
-4.7 -5.3 -2.4 0.6 1.4
-1.6 -1.7
-6.4 -5.6
-5.8 -6.7 -5.5
-7.4 -8.4
-9.3 0.0 0.3 -1.6 -1.3 -0.8 2.9 3.0 2.9 -1.4 -1.1 -8.6
-8.4
-10.6
-2.8 -0.9 -6.3 -5.0 -6.8 -1.4 1.4
-1.3
2.1
-3.8 -1.5 0.5
0.5
-1.8
-0.4 -1.6 -0.1 -0.3
-1.4
1.1 -4.0 -2.9
-8.5
-7.2
5.1
4.6
4.8
3.1
4.6
4.6
4.0 -1.7 -2.6
-2.0
1.7 2.6
3.0
3.4
-1.0 3.6
-3.8 -6.0
-7.6 -9.0 -9.1
-12.3
-10.2
-9.4
6.6 5.0 4.9 4.0
5.1 4.9 5.
4.7 4.
5.
2.1
1.5
0.9
0.4 -0.7
1.4 0.6
0.
4.
4.9 4.
4.1 -0.4 0.2
-2.9 -2.2
-4.3 -4.6
-3.4 1.4 4.2 4.7 3.7 4.6 2.8
-2.6
1.4
-2.8
-3.1 -4.8 -3.6
-4.6 -5.3 -5.6 -5.3 -4.6
-4.4
-4.6 -4.3 -0.6 4.0 4.8 4.6 3.7
-1.0
-2.2 -3.5
-3.4 -4.9 -4.5
-4.9
-5.2 -5.4 -5.4 -5.1
-5.1 -2.8 1.7 1.5 4.5
-1.7 -2.6
1.9 -1.1 0.8 -1.7
-4.5 -4.6 -4.0 -4.3 -5.0
-5.8 -6.4 -7.2
-8.6
-7.9 -4.6 -3.5
-2.1 2.1
-0.8
3.5
3.0 4.1 3.0
-2.5
-5.5 -6.1 -7.2
-6.7 -7.0 -7.2 -7.2
-6.7
-7.1
-8.2 -6.9 -8.5 -10.1
-9.9 -6.5
-0.8
1.2 3.6
2.3 0.1
-6.9 -8.3 -10.4 -11.0 -9.8
-9.8 -9.5
-9.1
-8.6
4.1
4.1
4.5
4.7
4.1
4.3
4.4
4.0 1.2
-2.7
-3.7
1.6 4.2
1.1 -1.3 -5.2
-4.8
-7.8
-11.3
-12.1
-11.3
-10.6
-9.2
-7.5
5.0
4.4 4.1 3.8 3.8
2.4
-1.2 -1.4 2.2 3.7 4.2 4.2 4.5 4.4 4.2 3.1 1.9
0.6
-3.1
-3.2
1.8 3.1 3.8 4.3 4.1 4.5 3.9 2.0
-1.9
-2.7
-5.3 -5.1
-4.4 -4.2
-4.1
-4.3
-4.6 -5.0
-4.5 -3.7 -4.8 1.9 3.6 3.3 4.4 4.5 3.3 1.6
3.7 3.2
-3.1
-3.8
-4.1 -3.9 -4.4 -4.7 -4.5
-5.6
-5.9
-7.8 -7.4 -8.4 -7.6 -7.9
-7.5 -5.0 -2.5
-0.7
-3.3 -2.9
-1.5
-2.7
-3.7 -2.3 -0.7 -0.2 -0.9
2.0
-1.9
2.3 1.9 1.8
-3.8 -6.2 -6.5 -4.2 -6.2 -6.7 -6.4
-6.8 -7.1 -7.4 -7.6 -7.3
-8.9 -10.0 -11.7
-6.9
-8.0
-6.0
-3.3
-4.8 -5.1
-3.8
-2.0
1.2
0.1
2.4
0.3
2.6
-5.2
4.2
1.1 -1.3
1.6
0.1 -1.8
2.1 0.7 -4.5
-8.2 -6.6
-9.4 -8.6 -8.4 -7.7
4.4
4.0
3.5 3.9
3.1
1.9
4.1
3.1
3.9 2.9 3.5
0.7
1.2
-2.0
-3.1
-2.1
-2.9
-1.5
-1.2
-2.0
-5.0 -7.8
-9.4 -11.5
-12.5
-10.8
-10.4
-10.1
-13.8
-13.2
-14.4
-11.2
-11.2
-11.1
4.6
4.4 4.4 4.5
3.2 3.3 3.9 3.5
3.1
3.6
2.2 2.4 1.6 3.9 4.4 3.5 2.2 1.9 2.0 2.2 2.7
-0.5 0.3
0.7 2.6 3.1
3.2
3.7 3.2 1.1 -0.2 -0.2
0.0
-1.5
-0.9
-4.3 -4.7
-1.9 1.4 1.4 0.1 0.7 0.5 -0.6 -0.8 -1.5 -4.6 -4.4 -5.0
-5.4 -5.1
-5.3 -5.2
-3.1 -1.2 -1.8 0.6 1.2 0.9 0.1 0.3 0.6 -1.4 -2.0
-6.8 -5.4
-5.6
-5.6
-6.9 -7.0 -7.0 -5.1 -3.7 -3.6 -1.5 -1.2 0.6 -2.0 -2.0 0.0 -2.3 -5.9
-8.3 -6.1
-6.5
-6.6 -10.2 -9.8 -6.5 -2.4 -0.7 -0.1 -2.1 -3.9
-3.7 -4.5 -4.2 -8.6 -11.8 -12.0
-4.7 -6.3
-7.5 -10.7 -5.2 -3.2
-6.9 -8.0 -4.6 -6.0 -1.6 -1.6 -3.7 -2.7
-1.2
-2.0
-7.2 -9.1
-7.9 -7.2 -7.7
-9.7 -12.2
-6.8
225’
250’
BASELINE
STA.0+00
STA.0+00
44A
44B
44C
47A
47B
47C
STA.0+00
6.2 6.2 6.1
5.6
5.4
5.0 4.5
2.1
2.8
2.2
2.3
2.8
0.
-2.5
-0.5
-1.3
-0.9
-2.9
-2.5
-1.2
-3.3
-4.3
-6.5
-1.3
-4.5
-6.4
-6.2
-6.7
-8.0
-8.3
-8.6
-8.9
-9.5
-1.5
-2.6
-4.7
-7.4 -2.9
-7.2
-7.3
-7.6
-8.2
-8.7
-9.3
-9.8
-10.1
-1.9
-1.5
-4.6
-6.0 -3.4
-7.7
-7.7
-6.6 -6.6
-5.8
-8.4
-8.1
-8.8
-8.8
-9.3
5.5 5.6
6.0 5.6
5.7 5.7 5.9 5.6
5.8
5.2 5.0 4.5 4.7
4.6
3.1 2.6 2.9
1.9 2.1
1.7
2.5 1.5
0.7
0.8 -0.7 1.7
2.2 0.2 0.4 0.3 -0.6
0.2
0.5 -0.2
1.3 -1.0 -0.3 -0.5
-0.9
-0.8
-0.5 -0.6
1.0
2.0 1.8
-1.1 -1.5 -1.7
-1.8
-2.6 -2.2
-1.8 1.9
2.0 0.9 0.7
-1.9
-2.3 -2.4
-2.3
-3.3
-3.0
-2.9 -3.2 0.0 0.2
-3.7 -3.0 -3.3
-3.2
-4.6
-5.2
-4.7
-2.8
-2.1
-3.9
-4.6
-4.6 -4.2
-2.5 -1.5
-4.5 -3.5 -4.2
-4.3
-3.6
-5.6 -4.2
-5.1
-7.0
-6.7
-7.2 -2.6
-2.8 -4.5 -4.8 -5.2
-4.5
-5.1
-5.4
-5.3
-5.6 -4.0
-3.4
-4.0 -0.9 -3.1 -2.4
-1.0 -2.6
-5.3 -6.1 -7.7
-5.7 -6.7
-6.6
-7.0
-7.3 -10.2 -8.6 -5.1
-4.4
-5.3 -7.1
-6.5
-6.1
2.9
5.3
2.8
4.3
3.4
2.1
1.4
2.4
0.8
-0.8
-1.6
-4.1
-3.1 -7.3
-9.2
-9.7
-10.6
-10.9
-10.9
-11.4
-9.2
-9.7
-10.7
-11.5
-11.0
-11.4
-9.7
-9.9
-10.7
-10.5
-11.2
-11.7
4.5
3.3
3.0 2.8
1.8
3.0
2.6 1.9 3.5
4.8
5.5 3.4
0.5
0.2
-0.3
0.2 0.3
0.3 2.1 3.4
3.5 2.9
1.9 -1.3 -1.3 -1.5
-1.0
-1.3 1.2 3.0
1.9
-2.3
-2.3
-2.7 -2.4
-1.7
0.1 -0.1 1.6
0.1 -2.9 -3.2 -3.5
-3.2
-3.6
-3.6 -0.7 0.3 -3.3
-3.9
-4.0
-3.5 -3.5
-3.5 -0.4
1.1 1.1
0.9 -0.6 -4.9 -4.0
-4.5 -5.6
-3.8
-4.8
-6.0 -5.0
1.1 1.1 -2.8 -4.3
-4.8
-5.5
-4.8
-4.6 -6.5
-5.0 -3.6 -3.0
-0.9
-1.6
-2.4 -2.5
-6.1 -6.3
-3.7 -1.5
-7.9
-7.4
-8.1
-7.5
-7.9
-7.8
-3.3 -8.3
-9.2
-9.1
-8.3
N 151000 N 151000
-1 .2
-1 .1
.5
.3
.1
-7 .7
-7 .1
-7 .4
-6 .5
-7 .0
-5 .7
-5 .8
-4 .4
-1 .1
-1 .6
-7 .4
-6 .9
0-7 .7
-8 .9
-1 .4
-1 .9
-1 .3
0-1
.2
-1 .0
-1 .0
-7 .4
-9 .3
-1 .5
-1 .3
-5 .1
-7 .9
-8 .1
-7 .5
-7 .8
-8 .1
-7 .4
-9 .4
-9 .7
-8 .4
-9 .2
-9 .6
-1 .5
-1 .9
-9 .4
-8 .8
-8 .4
0 - .2
-7 .4
-6 .9
-7 .0
-6 .8
-7 .7
-0 .2
.8
-8 .1
-7 .4
-7 .6
-6 .6
-6 .8
-6 .1
-6 .4
-6 .5
-6 .4
-7 .0
-6 .8
-5 .6
-5 .9
-5 .3
-5 .9
-6 .1
-6 .0
-5 .7
-5 .6
-5 .8
-4 .5
-4 .9
-5 .5
-4 .6
-4 .5
-4 .6
.0
-3 .8
-4 .2
-4 .6
-2 .8
-2 .5
-2 .7
-2 .5
-2 .8
-3 .2
-1 .9
-1 .8
.7
-0 .0
-0 .7
-0 .9
-0 .4
-0 .1
.0
.7
.8
.0
.4
.1
.0
.0
.7
.3
.6
.0
.0
.7
.0
.7
.1
.1
.2
.3
.6
.1
-1 .0
-1 .3
-5 .1
-4 .9
-5 .4
-6 .2
-6 .2
-4 .1
-0 .7 -1 .3-0 .3
-5 .2
-1 .7
.6
-4 .0
-7 .4
-5 .1
-9 .3
-0 .9
-2 .4
-0 .4 -1 .2
-3 .1
-2 .2
.9 -1 .2
-3 .9
-1 .2
.9
-7 .8
-7 .8-7 .1-5 .3
-0 .42 .0
.5
-1 .3
-4 .8 -3 .7
-5 .1
-4 .1
-4 .2
-0 .8
-4 .2
.3
.0
.4
.1
-1 .4-3 .6
-2 .6
.6
.5
.6
.8
-0 .1 .0 -3 .2
-2 .3
.0
.7
.5
.3
.0
-0 .9
.6 .5
.3
.8
-0 .0 .2 .1
.6
.3
.3
.3
.3
.8
.8
.1
.7
.9
.9
.5
.3
.4
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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+00-0+50 4+501+00 2+00 3+00 4+00
GROIN 25 REHAB. PROFILE
GROIN 25 REHAB. PLAN
EL +5
CORE STONECORE STONE
GRADE
EXISTING REHAB GRADE
0 NAVD
-10
-20
0 NAVD
-10
-20
GRADE
EXISTING
ARMOR STONE
TYPE B
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
ARMOR STONE
TYPE A
EL.=+5’
250’ TRUNK REHAB
S T
A .0
25B
NOTE: REFER TO SHEET CS-302 FOR CROSS SECTIONS
TYPE B ARMOR
TYPE A ARMOR
50’ TRANSITION 50’ HEAD
C
R E
S T
S T
A .2
S T
A .3
S T
A .3
O
N
S L
O P
E
1 ON 2
SLOPE
EL.=+5’
SLOPE 1 ON 2
SLOPE 1 ON 1.5
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.96
P L
A N P
R O
F
IL
E G
R O
IN
030 30 60FT
SCALE: 1"= 30’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
232.25’
25A
CS-101
0+00-0+50 4+501+00 2+00 3+00 4+00
GROIN 27 REHAB. PLAN
GROIN 27 REHAB. PROFILE
EL +5
CORE STONECORE STONE
GRADE
EXISTING REHAB GRADE
0 NAVD
-10
-20
0 NAVD
-10
-20
GRADE
EXISTING
ARMOR STONE
TYPE B
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
27B
NOTE: REFER TO SHEET CS-304 FOR CROSS SECTIONS
T
A .0
50’ TRANSITION
C
R E
S T
S T
A .2
S T
A .3
S T
A .3
O
N
S L
O P
E
1 ON 2
SLOPE
EL.=+5’
SLOPE 1 ON 2
SLOPE 1 ON 1.5
50’ HEAD
TYPE B ARMOR
TYPE A ARMOR
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-5 .5
-5 .7
-4 .6
-6 .2
-6 .1
-5 .5
-5 .4
-5 .2
-5 .9
-5 .8
-8 .3
-8 .3
-9 .6
-6 .8
0-6 .0
-6 .0
0-6 .1
-5 .9
-6 .2
-6 .5
-9 .8
-1 .2
0-9 .8
-1 .6
-1 .1
-1 .9
-1 .2
-7 .9
-9 .0
-8 .9
-8 .6
-2 .1
-3 .4
0-9 .0
-8 .3
-6 .6
-6 .3
-8 .0
-8 .3
0- .5
-8 .6
-8 .5
-8 .4
-2 .1
-8 .0
-7 .8
-8 .3
-7 .1
-7 .2
-6 .6
-7 .2
-6 .3
-5 .9
-6 .1
-5 .9
.4
-4 .4
-5 .2
-5 .5
-4 .8
-5 .1
-4 .3
-3 .8
-4 .7
-4 .8
-2 .8
-2 .9
-2 .5
-3 .6
-4 .0
-2 .2
-1 .7
-1 .7
-2 .0
-0 .4
-0 .3
.6
.2
.3
.8
.9
.2
.4
.8
.2
.0
.9
.8
.0
.9
.0
.4
.2
.1
.3
.4
.1
-1 .2
-1 .0
-6 .6
-5 .7
-5 .8
-5 .6
-6 .3
-6 .6
-6 .1
-7 .7
-1 .5
-9 .6
-3 .0 -4 .4 -8 .7
-4 .4
-1 .00 .1
.1
-2 .2
-4 .2
-1 .9
.31 .2
-1 .0
.2
.3
-3 .8
-8 .5
-5 .4-5 .6
-2 .7
.0
.5
.0
.5
-3 .4
-5 .9
-4 .0 -3 .3 - .7 -0 .8
.0
.0
-2 .10 .3 -1 .6
-4 .6
.6 -1 .2
.7
.0
-2 .9
.0
.4
-2 .6
-1 .3
-1 .1
-0 .42 .5 .4
.6
.4
.4 -1 .1
-0 .3
-0 .1
.4
.3
.7
.41 .3
.3
.7
.6
.7
.7
.6
.6
.3
.2
.4
.0
.62 .9
.9
.9
100’X200’
STOCKPILE
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
030 30 60FT
SCALE: 1"= 30’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
N
221.76’
27A
P L
A N P
R O
F
IL
E G
R O
IN
CS-102
GROIN 29 REHAB. PLAN
GROIN 29 REHAB. PROFILE
EL +5
CORE STONECORE STONE
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
-20
0 NAVD
-10
-20
ARMOR STONE
TYPE B
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
29B
NOTE: REFER TO SHEET CS-306 FOR CROSS SECTIONS
S T
A .0
50’ TRANSITION
C
R E
S T
S T
A .2
S T
A .3
S T
A .3
O
N
S L
O P
E
1 ON 2
SLOPE
EL.=+5’
SLOPE 1 ON 2
SLOPE 1 ON 1.5
50’ HEAD
TYPE B ARMOR
TYPE A ARMOR
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-7 .8
-7 .4
-6 .5
-6 .8
-6 .4
-7 .0
-7 .6
-9 .7
-9 .5
-9 .0
-7 .7
-6 .6
-8 .0
-7 .5
-7 .2
0-7 .4
0-7 .1
-8 .7
0-1
.0
0-9 .2
-9 .1
-8 .4
-8 .5
-7 .8
-7 .8
-7 .2
-6 .3
-7 .0
-8 .0
-7 .9
-7 .3
-7 .5
-6 .4
-6 .0
0- .9
-5 .8
-5 .3
-5 .2
0-5 .1
-5 .4
-6 .9
-7 .2
-7 .5
-5 .8
-5 .6
-5 .7
-5 .8
-6 .2
-4 .8
-4 .4
.6
-4 .5
-4 .7
-5 .2
-3 .2
-3 .0
-2 .9
-3 .5
-3 .8
-2 .2
-1 .9
-0 .1
-1 .7
-2 .0
0-1 .8
-2 .2
-0 .9
-0 .7
-0 .7
-1 .1
-1 .1
.0
.1
.0
.9
.6
.4
.3
.4
.3
.4
.3
.0
.5
.0
.9
.8
.1
.5
.3
.9
.2
.1
-7 .7
-8 .2
-9 .1
-1 .5
-9 .6
-9 .5
-8 .2
-6 .9
-6 .8
-7 .3
-9 .0
-8 .3
0-7 .1
-7 .1
-7 .9 -6 .5
-7 .8
-1 .1
-1 .2
-1 .2
-1 .3
-0 .8
-6 .7
-0 .8
-1 .1
-4 .1-7 .0
-6 .9
-6 .4-5 .9 -4 .9
-2 .8
-0 .1-3 .5
-0 .1
-0 .3
-5 .5 -6 .0
-4 .6
-1 .2
.8
.6
-2 .4
-4 .6
-2 .4
-2 .6
.9
.0
.3
.0
-1 .2 -1 .4-2 .8
.7
-1 .9
.0
.6
.4 -1 .9
-0 .8
.8
.8
.1
.6
.3 -0 .8
.1
.4
.1
.8
.9
.6 .0
.3 .4 .2
.2
.5
.0
.6
.1 .0
.6
.1
.1
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
P L
A N P
R O
F
IL
E G
R O
IN
HORIZONTAL SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
030 30 60FT
SCALE: 1"= 30’
N
218.63’
29A
CS-103
-20-20
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
0 NAVD
-10
ARMOR STONE
TYPE B
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
ARMOR STONE
TYPE A
GROIN 30 REHAB. PROFILE
GROIN 30 REHAB. PLAN
EL.=+
5’
NOTE: REFER TO SHEET CS-309 FOR CROSS SECTIONS
50’ T
RANSITI
ON
C
R E
S
TS
T A .2
S T
A .3
S T
A .3
1 ON 2
SLOPE
50’ H
EAD
TYPE A
ARMOR
30B
167.031
30C
S T
A .0
TYPE B ARMOR
SLOPE 1 ON 1.5
O
N
S L
O P
E
SLOPE 1 O
N 2
SLOPE 1 ON 1.5
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.96
EL +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
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
-8 .8
.5
.4
.1
.0
-7
.3
-6 .9
.6
-5
.7
-4
-3
-2
-0
010 10 20FT
VERTICAL SCALE: 1"= 10’
030 30 60FT
SCALE: 1"= 30’
X
CS-104
P L
A N P
R O
F
IL
E G
R O
IN
30A
201.68’
-20-20
0+00-0+50 4+501+00 2+00 3+00 4+00
EL +5
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
0 NAVD
-10
TYPE B
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
ARMOR STONE
TYPE A
GROIN 32 REHAB. PLAN
GROIN 32 REHAB. PROFILE
EL.=+5’
32C
50’
TRANSIT
ION
C
R E S
T
S T
A .2
S T
A .3
S T
A .3
O
N
S L
O P
E
1 O N 2
SLOPE
EL.=+
5’
SLOPE 1
ON 2
NOTE: REFER TO SHEET CS-308 FOR CROSS SECTIONS
50’
HEAD
ARMOR
S T
A .0
32B
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
TYPE B ARMOR
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
164.3932
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
010 10 20FT
VERTICAL SCALE: 1"= 10’
030 30 60FT
SCALE: 1"= 30’
CS-105
P L
A N P
R O
F
IL
E G
R O
IN
32A
217.53’
GROIN 34 REHAB. PLAN
GROIN 34 REHAB. PROFILE
EL +5
GRADE
EXISTING REHAB GRADE
0 NAVD
-10
0 NAVD
ARMOR STONE
TYPE A
ARMOR STONE
TYPE A
ARMOR STONE
TYPE B
34C
34B
164.7727
NOTE: REFER TO SHEET CS-307 FOR CROSS SECTIONS
S T
A .0
SLOPE 1 ON 1.5
C
R E
S T
S T
A .3
S T
A .3
O
N
S L
O P
E
1 O N 2
SLOPE
EL.=+
5’
SLOPE 1 ON 2
SLOPE 1 ON 1.5
50’ TRANSITION
S T
A .2
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
TYPE B ARMOR 50’
HEAD
TYPE A
ARMOR
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-1 .9
-1 .1
-1 .9
-1 .2
-1 .9
-1 .2
-1 .4
-9 .6
-8 .9
-8 .2
-9 .6
-1 .2
-9 .9
-8 .1
-7 .9
-8 .3
-7 .6
-8 .0
-7 .2
-2 .3
-6 .4
-7 .0
-6 .4
-5 .7
-5 .4
-6 .0
-4 .4
-4 .5
-4 .9
-7 .5
-7 .8
-7 .2
-7 .3
-6 .4
-6 .4
-7 .1
-6 .9
-7 .1
-7 .9
-9 .7
-1 .1
-1 .8
-1 .5
-7 .9
0-7 .4
-6 .9
-7 .3
-7 .6
0-7 .9
0-9 .4
0-1
.7
0-1
.3
-3 .9
-3 .2
-2 .1
-2 .0
-2 .4
-1 .7
-1 .7
-1 .0
-1 .0
-1 .1
-0 .4
-0 .8
-0 .7
-0 .7
-0 .5
-0 .2
.1
.3
.3
.4
.7
.6
.4
.4
.2
.5
.2
.4
.4
.0
.3
.2
.3
.1
.2
.7
.3
.4
.0
.0
.2
.4
-1 .9
-1 .2
-1 .3
0 -8 .9
-7 .3
-7 .1
0 -6 .3
-7 .2
-7 .6
0 -8 .1
-8 .1
-8 .6
-9 .2
-9 .0
-7 .5
-3 .1
-5 .4
-6 .1
-5 .9
-1 .4
-1 .1
-2 .8
-1 .3-8 .0- .9
-3 .1
-0 .7
-1 .1
-2 .6 -4 .4
-6 .0
-8 .2-9 .0
-7 .5 -4 .3
-3 .6
-0 .2 -0 .6 -0 .6-2 .6
-5 .7
-3 .0
-6 .1
-5 .0
-5 .2
-3 .6
-1 .7
-2 .5
-0 .8
-1 .6
-2 .4
-2 .7
-2 .4
-5 .4
-4 .3
-3 .8
-0 .8
-1 .6
.7
-0 .9
-1 .9
-4 .1
-4 .7
-0 .9
-2 .8
-2 .7
-2 .3
-0 .1
.4
-0 .5
.4
-2 .7
-4 .0
-2 .8 -1 .2
.8 -0 .2-0 .4
-0 .0
-2 .1
-0 .23 .8
-1 .8
.2
.9
.4
-1 .5
.9
-0 .9
-1 .1
.4
.72 .1
.0
.1
-0 .6 -1 .4
-0 .6
.2 -0 .6
.8
.1
-0 .5
.8
.3
.5 .4
.6
.4
.4
.0
.3
.0
.4
.8
.4
.8
.2
.63 .7 .7
.1
.8 .9
.7
.8
.95 .0
.9
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
P L
A N P
R O
F
IL
E G
R O
IN
010 10 20FT
VERTICAL SCALE: 1"= 10’
030 30 60FT
SCALE: 1"= 30’
173.38’
CS-106
GROIN 35 REHAB. PLAN
GROIN 35 REHAB. PROFILE
EL +5
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
0 NAVD
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
35B
35C 167.171
NOTE: REFER TO SHEET CS-308 FOR CROSS SECTIONS
S T
A .0
SLOPE 1 ON 1.5
50’ T
RANSITI
ON
C
R E
S T
S T
A .2
S T
A .3
S T
A .3
O
N
S L
O P
E
1 ON 2
SLOPE
EL.=+
5’
SLOPE 1 O
N 2
SLOPE 1 ON 1.5
50’ H
EAD
TYPE B ARMOR
TYPE A
ARMOR
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-7 .9
-7 .6
-7 .8
-7 .1
-8 .0
-7 .5
-8 .1
-9 .6
-1 .1
-1 .1
-1 .5
-8 .1
0-7 .7
-8 .2
0-7 .9
-9 .0
-9 .8
-9 .9
-1 .9
-1 .3
-1 .3
-1 .8
-1 .5
-1 .9
-1 .4
0-1
.1
-1 .9
-1 .3
-9 .6
-9 .3
-9 .4
-9 .3
-1 .7
-1 .7
-9 .8
-1 .5
-1 .7
-9 .4
-8 .6
0-8 .0
-7 .0
-8 .0
-7 .5
-9 .6
0-8 .6
-9 .0
-7 .9
-7 .9
0-8 .2
-7 .7
0 -5 .9
-6 .2
-6 .8
0- .0
-6 .6
-7 .1
-7 .6
-7 .4
-6 .8
-7 .6
0-7 .0
-4 .2
-3 .4
-4 .4
-5 .2
-5 .9
-6 .4
-6 .4
-5 .9
0-4 .8
-6 .3
-4 .6
-3 .7
0-3 .3
-3 .4
-3 .6
-4 .0
-4 .2
-4 .9
-4 .4
-4 .6
-5 .5
.3
-3 .1
-3 .4
-4 .1
-3 .8
-3 .4
-3 .2
-2 .9
-3 .7
-3 .0
0- .1
-2 .0
-2 .2
-2 .6
-3 .3
-2 .1
-2 .1
-1 .1
-1 .4
-1 .7
-1 .6
-1 .8
-0 .8
-0 .6
-0 .4
-1 .0
-0 .7
-0 .7
-0 .6
-0 .5
-0 .3
-0 .1
-0 .2
.0
.0
.1
.6
.7
.1
.7
.7
.5
.2
.6
.4
.9
.9
.8
.3
.2
.6
.6
.8
.8
.3
.1
.6
.8
-1 .1
-1 .2
-1 .5
0 -1 .0
-9 .2
-8 .2
-8 .0
0 -7 .7
0 -7 .6
-8 .5
-8 .6
-8 .2
-3 .3
-6 .5
-7 .2-4 .8
-0 .4
-5 .0
-2 .8 -2 .5
-4 .4-1 .6
-4 .4 -3 .7 -4 .5 -7 .2
-2 .9
-7 .1
-4 .0
-1 .0
-1 .2
-1 .1
-1 .7-1 .1
-0 .5
-2 .8
-6 .8
-1 .8
-0 .9
-0 .4
.6
-0 .8
-2 .5
-4 .5
.6
-2 .5
-0 .6
.3
.1
-2 .00 .1
-2 .0
-2 .2
-5 .0
-4 .8
-4 .8
-2 .2
.1
-3 .1
-3 .1
-1 .4
.9-3 .1
.9
.3
.3
-3 .4
-5 .2
-2 .1
-2 .4
-0 .2
-0 .3
-0 .3
.1
-0 .3
-3 .0- .3
.9
.4
.82 .4
.3
-0 .5
.2
-2 .9
.7
.0
.6
-0 .6
-1 .4
.7
-2 .4
.4
-1 .3
.0
.4
.5
-0 .8
.8
.8
.8
.1
.6
.9
.2
.7
.2
.0
.2
.9
.7
.1
.7
.7
.0
.8
.8
.8
.7
.7
.8
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
030 30 60FT
SCALE: 1"= 30’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
P L
A N P
R O
F
IL
E G
R O
IN
190.15’
35A
CS-107
GROIN 36 REHAB. PLAN
GROIN 36 REHAB. PROFILE
EL +5
CORE STONECORE STONE
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
0 NAVD
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
36B
36C
159.368
NOTE: REFER TO SHEET CS-309 FOR CROSS SECTIONS
50’
TRANSIT
ION
C
R E S
T
S T
A .2
0 S T
A .3
S T
A .3
O
N
S L
O P
E
1 O
N 2SLOPE
EL.=
+5
SLOPE 1
ON 2
50’
HEAD
TYPE A
ARMOR
S T
A .0
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
TYPE B A
RMOR
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-7 .1
-7 .0
-6 .7
-6 .9
-7 .0
-7 .5
-7 .5
-8 .3
-9 .0
-1 .8
-1 .8
-8 .5
-7 .6
-7 .8
-7 .6
-7 .4
-7 .5
-8 .3
-8 .3
0-9 .2
-9 .5
-8 .9
-9 .5
-1 .6
-1 .5
-3 .8
-9 .2
-8 .6
-1 .4
0-7 .5
-7 .9
-8 .3
-7 .8
-7 .7
-1 .4
-1 .3
-1 .1
-1 .1
-6 .8
-7 .3
-6 .8
-7 .5
-1 .7
-1 .8
0 -1 .2
-1 .2
-1 .5
-2 .8
-7 .8
-5 .5
0-4 .3
0-4 .3
-4 .7
-7 .5
-7 .5
-6 .8
-2 .6
-6 .8
-4 .0
-4 .0
-4 .2
0-4 .5
-6 .7
-4 .6
-3 .6
-3 .7
-5 .6
-5 .5
-5 .2
-4 .5
-4 .6
-3 .6
-3 .7
-4 .0
-4 .8
-3 .0
-2 .3
-1 .9
-2 .5
-3 .6
-2 .8
-2 .5
0-2 .4
-1 .3
-1 .5
-2 .1
-1 .4
-0 .6
-0 .7
-0 .8
-0 .7
-0 .6
-0 .6
-0 .0
-0 .1
-0 .2
-0 .2
.0
.9
.7
.9
.4
.3
.1
.6
.3
.4
.2
.1
-1 .0
-9 .2
-8 .9
-8 .8
-7 .6
0 -7 .2
0 -7 .3
-7 .4
-7 .5
-8 .0
0 -8 .2
-9 .7
-1 .3
-1 .9
-3 .9
-4 .1
-2 .7
-6 .1
-3 .0
-1 .3
.1
-1 .8
-2 .6
-2 .9
-9 .4
-3 .0
-8 .6- .8 -8 .3
-6 .7
-7 .2
-2 .8
-2 .2
-2 .8
.0
-2 .7 -5 .9
-2 .7
-1 .0
-2 .4
-8 .3
-7 .2
-2 .3
-3 .6
-1 .6
-1 .7
-2 .3
-2 .9
-3 .1
-6 .0
-7 .6
-1 .9
-2 .3
-2 .0
-2 .1
-2 .0
-5 .9
-4 .7
-2 .3
-1 .4
.0
-1 .74 .0
-0 .6
-0 .11 .4
.0
.0
-2 .0
-0 .7
-0 .7
.5
.3
.5
.4
-0 .2
-3 .1
-0 .8
.3
.1
.5 .1
-1 .5
-1 .3
-0 .1
.1
.8
.2
-0 .6
.8
.9
.3
.8
.1
.6
.8
.5
.0
.0
.6
.1
.0
.2
.1
.2
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 35
R E
A C
H C
IT
Y O
F L
O N
G B
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
030 30 60FT
SCALE: 1"= 30’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
P L
A N P
R O
F
IL
E G
R O
IN
238.83’
36A
CS-108
GROIN 38 REHAB. PLAN
GROIN 38 REHAB. PROFILE
CORE STONECORE STONE
EL +5
GRADE
EXISTING
REHAB GRADE
0 NAVD
-10
0 NAVD
ARMOR STONE
TYPE B
ARMOR STONE
TYPE A
38B
38C
152.9511
NOTE: REFER TO SHEET CS-310 FOR CROSS SECTIONS
S T
A .0
SLOPE 1 ON 1.5
’ T
RANSI
TI
ON
C
R E S
T
S T
A .2
S T
A .3
S T
A .3
O
N
S L O
P E
1 O N
2SLOPE
EL.=
+5
SLOPE
1 O
N
SLOPE 1 ON 1.5SLOPE 1 ON 1.5
’ H
EAD
TYPE
A
ARMOR
TYPE B A
RMOR
N
LC
(TYP)
MLW -2.39
(TYP)
MHW +1.961
-7 .3
-7 .0
-8 .2
-7 .5
-8 .7
-9 .1
-9 .2
-9 .4
-9 .4
-9 .7
-8 .9
-8 .5
-7 .6
-7 .3
-7 .1
0-8 .2
-8 .9
-9 .6
-1 .0
-1 .3
-9 .8
-1 .6
-1 .5
-1 .7
-8 .7
-8 .1
.5
-6 .2
-6 .4
-4 .9
-5 .4
-6 .8
-8 .3
-5 .7
-6 .0
-4 .6
-8 .0
0-7 .6
-4 .9
-5 .7
-4 .0
-6 .5
-5 .0
-3 .2
-3 .2
-3 .3
-3 .3
-4 .7
-4 .4
-2 .4
-2 .5
-3 .7
-1 .7
-1 .5
-2 .4
-2 .3
-0 .9
-0 .8
-1 .6
-1 .3
-0 .5
-0 .3
-0 .1
-0 .3
.4
.1
.3
.2
.4
.2
.3
.8
.0
.6
.6
-1 .3
0 -1 .1
0 -9 .6
-8 .0
-8 .9
-8 .5
-7 .9
-7 .9
-7 .7
-8 .8
-8 .4
-9 .1
.4
-3 .4
-9 .4
.6 -9 .4
-1 .6
-8 .9
-8 .1
-2 .8
-0 .5
-2 .0
-2 .0
-1 .9
-4 .0
-2 .0-0 .5-2 .5
-0 .1
-0 .6
-3 .0
-1 .5- .0
-6 .4
-3 .0
-4 .4
-0 .1
.2
.2
-0 .8
-3 .3
-6 .0
-4 .6
-1 .1 .2
.2
.1 .7 -4 .6
-0 .9-3 .5
-2 .4
-3 .4
-4 .3 -1 .0
.6
.6 .9 .4 .8
-2 .6
-1 .9
.1
.8
.6
.0
.2
-2 .5
.8
-1 .5
.0
-0 .2
.7
.0
.0 -1 .5
-1 .8
-0 .2
.0
.4
.5
.1
-0 .3
.0
.1
.7
.2
.5
.2
.7
.7
S O
L
IC
IT
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030 30 60FT
SCALE: 1"= 30’
010 10 20FT
VERTICAL SCALE: 1"= 10’
030 30 60FT
HORIZONTAL SCALE: 1"= 30’
P L
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285.53’
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0 NAVD
-10
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TYPE B
ARMOR STONE
TYPE A
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GROIN 39 REHAB. PLAN
GROIN 39 REHAB. PROFILE
NOTE: REFER TO SHEET CS-309 FOR CROSS SECTIONS
S T
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LC
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