Amendment_0002_Plans.pdf
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F
IM
I- G -0
.d g n
Y
Y Y -M
M -D
D
C H
K
D E
S
D F
T
A N
S I
D
G-002
ESTIMATED EXISTING
EXISTING GROUND
PROPOSED SAND FILL BERM
6 IN TOLERANCE
MHW
MLW
TOP OF THE SLOPE
BOTTOM OF SLOPE
TYPE B CROSSOVER
TYPE A CROSSOVER
VEHICULAR CROSSOVER
TYPE C/D ADA COMPLIANT HANDICAP ACCESS
LEGEND
G E
N E
R A
L N
O T
E S A
N D L
E G
E N
D
APROXIMATE LOCATION OF EXISTING TRAP BAGS
APROXIMATE LOCATION OF EXISTING GEOTUBES
TODK TOP OF DECK
TOD TOP OF DUNE
TOL
TOB TOP OF BERM
TOP OF LANDING
/1
/2
TO THE EXISTING CONDITIONS BY THE CONTRACTOR.
DISTURBED AS NEEDED DURING CONSTRUCTION. ALL THE DISTURBED DUNES SHALL RE-GRADED BACK
SHALL BE AT ELEVATION 17.5 UNLESS OTHERWISE SPECIFIED. EXISTING DUNES SHALL BE
BEACH CROSSOVERS SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN AND DETAILS. TOP OF DECK 10.
BE VERIFIED ON SITE AS REQUIRED.
EXISTING ELEVATIONS SHOWN HERE ARE AT THE TIME OF SURVEY. ACTUAL ELEVATIONS SHALL9.
CONSTRUCTED DUNE SHALL BE VEGETATED.8.
CROSSOVERS SHALL BE REMOVED AS REQUIRED OR AS DIRECTED BY THE COR.
FOOTPRINT SHALL REMAIN IN PLACE. BAGS THAT ARE IN CONFLICT WITH THE PROPOSED
VARIFIED BY THE CONTRACTOR ON SITE. BAGS THAT FALL WITHIN THE PROPOSED DUNE
THE LOCATION OF THE EXISTING TRAP BAGS AND GEOTUBES ARE APPROXIMATE AND SHALL BE7.
EXISTING UTILITIES SHALL BE PROTECTED DURING THE CONSTRUCTION BY THE CONTRACTOR.6.
DESIGN CROSS SECTIONS ARE TAKEN PERPENDICULAR TO THE REFERENCE LINE.5.
THE PLANE OF MEAN LOW WATER As SHOWN IS -2.10' NAVD 88.4.
THE PLANE OF MEAN HIGH WATER AS SHOWN IS 1.51' NAVD 88.3.
VERTICAL DATUM FOR THIS PROJECT IS NAVD 88.2.
COORDINATES REFER TO THE NEW YORK LONG ISLAND LAMBERT SYSTEM NAD 1983.1.
GENERA NOTES:
A D
D E
D A
B R
E V
IA
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N S A
N D N
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P L
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C A
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D A
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M A
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D E
S C
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IP
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District of 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
N E
W Y
O R
K
N Y
N E
W Y
O R
K D
IS
T R
IC
T
F
IR
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L A
N D T
O M
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T A
U K P
O
IN
T
F
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L A
N D S
T A
B
IL
IZ
A T
IO
N P
R O J E
C T
S U
F F
O L
K C
O U
N T
Y
N Y
D A
T E
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T
A -F
A
IR
H
A R
B O
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SHEET OF
I- C -2
.d
Y Y -M
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D E
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D F
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A N
S I
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C-207
SCALE: 1"= 10'
20'10'
THE TIE IN LOCATION ON THE LANDWARD SIDE SHALL BE VERIFIED ON SITE.5.
DIMENSIONS ON THE SEAWARD SIDE ARE TYPICAL FOR ALL PROFILES.4.
FOR CROSSOVER DETAILS SEE SHEET C-504, C-505.3.
FOR PROFILE LOCATIONS SEE SHEET C-101, C-102 AND C-103.2.
FOR GENERAL NOTE AND LEGEND SEE SHEET G-002.1.
NOTES:
C R
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S O
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P E B N
O N -A
A
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C O
T T
A G
E W
A L
K T
Y P
E C T
O T
Y P
E D
17.5
0 10 20 30 40 50102030405060
Cottage Walk
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N N
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M A
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S C
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C O
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C T N
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IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District
A R
M Y C
O R
P S O
F E
N G
IN
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R S
N E
W Y
O R
K
N Y
N E
W Y
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K D
IS
T R
IC
T
F
IR
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L A
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IN
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F
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L A
N D S
T A
B
IL
IZ
A T
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N P
R O J E
C T
S U
F F
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K C
O U
N T
Y
N Y
D A
T E
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
C O
N T
R A
C T
A -F
A
IR
H
A R
B O
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O S
E A
V
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I- C -2
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D E
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A N
S I
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C-208
SCALE: 1"= 10'
20'10'
THE TIE IN LOCATION ON THE LANDWARD SIDE SHALL BE VERIFIED ON SITE.5.
DIMENSIONS ON THE SEAWARD SIDES ARE TYPICAL FOR ALL PROFILES.4.
FOR CROSSOVER DETAILS SEE SHEET C-504, C-505. 3.
FOR PROFILE LOCATIONS SEE SHEET C-104 AND C-105.2.
FOR GENERAL NOTES AND LEGEND SEE SHEET G-002.1.
NOTES:
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S U
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0102030405060708090110120130140150160170 100 10 20 30 40 50 60 70
123.93
15.93
TOD EL. 14.0
TODK 17.5
Broadway Walk
Islip Town Beach
TOD EL. 14.0
TODK 17.5
TOL 15.0
TOL 11.25
TOB 8.5
TOL 15.0
TOL 12.5
TOL 10.0
1:12
1:12
1:12
1:11
1:12
Sextant Walk
1:12
TOL 10.0
TOL 12.5
1:12
TOL 15.0
TODK 17.5
TOD EL. 14.0
1:9.6
0102030405060708090 10 20 30 40 50 60 70
0102030405060708090110120130140150160170 100 10 20 30 40 50 60 70
SEAWARD SIDELANDWARD SIDE
EXISTING EL. 14.79
22.27
136.27
EXISTING EL. 8.14
EL. 8.34
EXISTING
01020304050607080 10 20 30 40 50 60 70 80
2516.46
Evergreen Walk
TODK 17.5
TOD 14.0
TOL 12.5
TOL 10
TOL 12.5
TOL 15.0
TOL 11.25 TOL 10
TOB 8.5
TOB 8.5
TOL 10TOL 11.25
TOL 12.5
TOL 15.0
TOL 15.0
TOL 12.5
TOL 10TOL 11.25
TOB 8.5
0102030405060708090100 10 20 30 40 50 60 70 80
TOL 16.0
1:12
TOD EL. 14.0
TODK 18.5
SEAWARD SIDELANDWARD SIDE
EL. 18.5±
EXISTING CONCRETE
63.21
TOB 8.5
TOL 12.25
TOL 13.5
TOL 11.0
Surfview Walk
L
IC
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2 3
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4 5
A
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M A
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C O
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District
A R
M Y C
O R
P S O
F E
N G
IN
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R S
N E
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K
N Y
N E
W Y
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K D
IS
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F
IR
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L A
N D T
O M
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T A
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IN
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F
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L A
N D S
T A
B
IL
IZ
A T
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N P
R O J E
C T
S U
F F
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K C
O U
N T
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N Y
D A
T E
D E
S
IG
N E
D B
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D W
N B
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S U
B M
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T E
D B
Y
C O
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R A
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A -F
A
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A R
B O
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C-303
200'0 100'
0 20'10'
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
G A
G E
Z A
H E
G N
E A
S S
E G
ID
S T
A .3
T
O S
T A .4
R
O S
S S
E C
T
IO
N S S
H E
E T
6. EXISTING DUNE SLOPE AT STA.395+00,400+00 AND 405+00 IS 1 ON 3.
DIMENSIONS SHOWN IS TYPICAL FOR ALL CROSS SECTIONS.5.
6" TOLERANCE HASS BEEN PROVIDED IN THIS CONTRACT.4.
FOR PLANS AND CROSS SECTION LOCATIONS SEE SHEET C-105, C-106 AND C-107.3.
FOR GENERAL PLAN, REFERENCE LINE ALIGNMENT DATA SEE SHEET G-101.2.
FOR GENERAL NOTE AND LEGEND SEE SHEET G-002.1.
/1
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R E
V
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B
IN
S R
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T E
X
IS
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IN
G C
O N
D T N
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E
STA.385+00
STA.390+00
STA.395+00
STA.405+00
STA.410+00
STA.415+00
STA.420+00
STA.425+00
STA.400+00
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-100 0 300 600 800
800600300-100 0
-100 0 300 600 800
8006003000-100 -100 0 300 600 800
8006003000-100
-100 0 300 600 800 0 300 600 800 -100 0 300 600 800
-10
-20
-10
-20
-10
-20
110'
1SAND FILL
EL.-1.0
6" TOLERANCE(TYP)
(TYP)
REFERENCE LINE
EL.8.5
EL.14.05
18- MARCH 12 2015 SURVEY)
EXISTING GROUND(FEBRUARY
-200
SLOPE IS 1 ON 5.
AND STA.405+00 IS 1 ON 3, PROPOSED DUNE
EXISTING DUNE SLOPE AT STA.395+00,400+00
NOTE:
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District
A R
M Y C
O R
P S O
F E
N G
IN
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R S
N E
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K
N Y
N E
W Y
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K D
IS
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F
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L A
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L A
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T A
B
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C T
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N Y
D A
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D E
S
IG
N E
D B
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D W
N B
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S U
B M
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T E
D B
Y
C O
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R A
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A -F
A
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H
A R
B O
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E A
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A T
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N N
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F
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C K
D B
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D E
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A
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A P
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P L
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C A
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D A
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M A
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D E
S C
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
IS
S
U E D
A T
E
New York District
A R
M Y C
O R
P S O
F E
N G
IN
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R S
N E
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N Y
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W Y
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F
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L A
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L A
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T A
B
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C T
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N Y
D A
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D E
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D B
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D W
N B
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S U
B M
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D B
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C O
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A -F
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A R
B O
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SHEET OF
7'-4"
"7
SEAWARD SIDELANDWARD SIDE
7'-4"
8T @ 11" EA. 8T @ 11" EA.
6'-5"
7T @ 11" EA.
(TYP.)
TREADS
2" THK.
(TYP.)
PILES
B-B
C-503
(TYP.)
RAIL CAP
10'-0"14'-0"
46'-0"
(2) TIMBER MARINE PILES
TIMBER LANDING PAD WITH
14'-0"
7653 41 2 8 9
CAP (TYP.)
SPLIT PILE
POSTS (TYP.)
4"x4" HANDRAIL
V A
R
IE
S
25'-0"
10'-0"
DECK (TYP.)
2"x6" TIMBER
A
B
T Y
P
LANDING LANDING
8'-6"
DECK
7'-6"
WALKING WIDTH
W A
L K
IN
G W
ID
T
H
DUNE CREST
LANDWARD
6"6"
2'-6"
1234567
(TYP.)
RAIL CAP
A
B
C
D
SEAWARD SIDE
L A
N D
IN
G
T.O. STRINGER
CAP (TYP.)
SPLIT PILE
LANDWARD SIDE
LANDINGLANDING
PILE CAP
3"x12" SPLIT
STRINGER
3"x12"
E
F
G
C-505
SLOPE
(MAX.)
1:12
S L
O P
E
(M A
X
:1
S L
O P
E
(M A
X
:1
S L
O P
E
(M A
X
:1
POSTS (TYP.)
4"x4" HANDRAIL
PILES
MARINE
(2) TIMBER
PAD WITH
LANDING
TIMBER
CONCRETE WALK
MEET EXISTING
DECK
STRINGER T.O.
C O
N C
W A
L K
6'-0"
6'-0"
5'-0"
15'-0"
(T Y
P
(T Y
P
3'-2 15'-0" 15'-0" 15'-0" 15'-0" 15'-0"
63'-2
C-506
GENERAL NOTES:
S S J
R N
J R
N
S S J
R N
C-506
3/16" = 1'-0"
SCHOONER WALK TYPE B - NON-ADA CROSSOVER PLAN
C-506
SURFVIEW WALK TYPE D - ADA CROSSOVER PLAN
1/8" = 1'-0"
VERIFY ANY CONFLICT PRIOR TO CONSTRUCTION AND NOTIFY THE COR AS NEEDED.
MODIFIED BOTH ON LANDWARD AND SEAWARD SIDE. THE CONTRACTOR SHALL FIELD
4. TO AVOID CONFLICTS WITH EXISTING FEATURES, COTTAGE WALK ADA RAMPS ARE
3. SCHOONER WALK SHALL TURN 90° BEFORE IT MEETS THE GRADES ON LANDWARD SIDE.
2. SEE SHEET C-503 AND C-505 FOR GENERAL NOTES, TYPICAL SECTIONS AND DETAILS.
ON SHEET C-505.
1. SEE DETAIL 1 AND TYPICAL SECTION FOR EDGE PROTECTION DETAIL
S C
H O
O N
E R W
A L
K A
N D C
O T
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G E W
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| FIMI-G-002 |
| FIMI-C-103 |
| FIMI-C-207 |
| FIMI-C-208 |
| FIMI-C-303 |
| FIMI-C-501 |
| FIMI 3A_ADA and Non-ADA_C-506 |
File details come from the government source that posted it. Updated .