W912DS-13-B-0019_Plans.pdf
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- Breakwater Rehabilitation scheduled for FY13 for Federal Navigation Project at Sag Harbor , NY
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W912DS-13-B-0019 Plans
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| File | Type | Posted |
|---|---|---|
| BID_ABSTRACT_13-B-0019_(2).pdf | ||
| Amendment_0002.pdf | ||
| W912DS-13-B-0019_AMENDMENT_0001.pdf | ||
| technical_specs_w912DS-13-B-0019..pdf | ||
| W912DS-13-B-0019_SAG_HARBOR_SOLICITATION.pdf |
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NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
D e s c ri p ti o n
D a te
A p p r.
D a te
P lo t d a te
P lo t b y
S c a le
S o lic it ia ti o n n o
C o n tr a c t n o
A p p r.
D a te
D e s c ri p ti o n
M a rk
M a rk
PAGE DESCRIPTION
N
A
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SAG HARBOR, NEW YORK
BREAKWATER REHABILITATION
LAYOUT OF WORK
EXAMPLES OF DAMAGE (PHOTOS)
B R
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A T
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IL
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COVER SHEET
C O
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R
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H E E T
INDEX
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N of Engineers
US Army Corps
New York District
W912DS-13-B-0019
EM 1110-2-1003.
USING CLASS 1 SURVEY STANDARDS IN ACCORDANCE WITH
THE SOUNDING DATA DEPICTED ON THIS MAP WAS COLLECTED
BM-T
6.95 NGVD 1929
CONDITIONS EXISTING AT THAT TIME.
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
RESULTS OF SURVEYS MADE ON THE DATES INDICATED
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
NOTE:
COORDINATES REFER TO THE LONG ISLAND LAMBERT SYSTEM (NAD 1983)
SOUNDINGS REFER TO NGVD 1929
D. SWAIN
SAG HARBOR, NEW YORK
28 MARCH 2000
14138
4 APRIL 2000
CONDITION SURVEY
ONE INCH = 100 FEET
C. POSTIGLIONE
TOWER
9 9
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ON LANDWARD SIDE OF SHORE CONNECTED BREAKWATER
6 STONES TO BE LOCATED, RECOVERED, AND RESET
2.
2.
2.
2.
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41.
1.
11.
1.
100 FT
100 FT
100 FT
100 FEET FROM BREAKWATER
CONTRACTOR’S WORK LIMIT
100 FEET FROM BREAKWATER
CONTRACTOR’S WORK LIMIT
100 FEET FROM BREAKWATER
CONTRACTOR’S WORK LIMIT
100 FEET FROM BREAKWATER
CONTRACTOR’S WORK LIMIT
ON SEAWARD SIDE OF OUTER BREAKWATER
5 STONES TO BE LOCATED, RECOVERED, AND RESET
ON LANDWARD SIDE OF OUTER BREAKWATER
2 STONES TO BE LOCATED, RECOVERED, AND RESET
S A G H A R B O R
S A G H A R B O R B A Y
APP
ROX.
TOE
OF
JETTY
APP
ROX.
TOP
OF
JETTY
APPROX. TOE OF JETTY
APPROX. TOP OF JETTY
BREAKWALL
CONCRETE
E 1456900
E 1456650
N
E 1456400
E 1456150
E 1455150
N
E 1454900
E 1454650
E 1454900
E 1455150
E 1455650
E 1455400
E 1456400
N
E 1455900
E 1455650
N
E 1455400
N
E 1455900
100 FT
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
DEPARTMENT OF THE ARMY
NEW YORK DISTRICT CORPS OF ENGINEERS
NEW YORK, NEW YORK 10278
SURVEY OF:
APPROVED:
PARTY CHIEF: DATE OF SURVEY:DATE OF SURVEY:
FIELD BOOKS:
SCALE
PROJECT MANAGER:
SHEET 1 OF 1
s c ri p ti o n
D a te
A p p r.
D a te
P lo t d a te
P lo t b y
S c a le
S o lic it ia ti o n n o
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D e s c ri p ti o n
M a rk
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IN
C
F E E T
G E
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N
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DATE:
CONTROL DATA
BENCHMARK:
ELEVATION:
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
s c ri p ti o n
D a te
A p p r.
D a te
P lo t d a te
P lo t b y
S c a le
S o lic it ia ti o n n o
C o n tr a c t n o
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D a te
D e s c ri p ti o n
M a rk
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W
D S B
B C
A S E
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J U
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Sheet
(P H
O T
O S
E X
A M
P L
M A
DAMAGE ON LANDWARD SIDE OF OUTER BREAKWATER DAMAGE ON LANDWARD SIDE OF SHORE CONNECTED BREAKWATER
DAMAGE ON LANDWARD SIDE OF OUTER BREAKWATER DAMAGE ON LANDWARD SIDE OF OUTER BREAKWATER
G E
R L
R L A S
C H
IE
F T E
C H
N
IC
A L
S
U P P
O R
T
S
E C
T
IO
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