DRAWINGS FOR IFB 70Z0G120BPRV00400 DREDGE CHANNEL AT USCG STA JONES BEACH FREEPORT NY PSN 9829696.pdf
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- Attached to
- DREDGE CHANNEL AT U. S. COAST GUARD STATION JONES BEACH, FREEPORT, NEW YORK (NASSAU COUNTY) PSN 9829696
- Solicitation number
- 70Z0G120BPRV00400
About this file
This federal contract opportunity notice seeks bids for dredging services at the U.S. Coast Guard Station in Jones Beach, New York. Contractors must provide all personnel, equipment, materials, and services to dredge the entrance channel to a depth of 8 feet below mean lower low water plus 1 foot of allowable overdepth between October 1st and December 31st, 2020. An estimated 6,875 cubic yards of material will be dredged using hydraulic methods and dewatered onsite before disposal at a facility in Melville, New York. The total project period is 110 days from notice to proceed. The solicitation will be available on April 22nd and bids are due on May 28th. The contract is set aside for small businesses with less than $27.5 million in annual revenue. The award is estimated between $1-1.5 million and performance and payment bonds will be required. The work must be completed by December 24th to meet environmental permitting schedules.
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Text version
SCALE: NTS
LOCATION MAP
SCALE: NTS
VICINITY MAP
PROJECT DESCRIPTION
DRAWING INDEX
C O
A S
T
G U
A R
D
A T I
O N
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B
A C
H
N.J.
CONN.
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F
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M P
C
MELVILLE NY
110 SAND COMPANY
CG STA JONES BEACH
BASE BID WORK:
BRANCH CHIEF
F R
E E
P O
D R
E D
A N
N E
L
MICHAEL P. CAROSOTTO
N.Y.
CG STA JONES BEACH
CEU - PROVIDENCE
CIVIL ENGINEERING
U.S. COAST GUARD
FREEPORT, NEW YORK
D
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Lon g I sla nd
WITH CONTRACT SPECIFICATIONS AND PERMITS.
-8 FT MLLW +1 FT ALLOWABLE OVERDREDGE. COMPLY
1. DREDGE THE CHANNEL AT STA JONES BEACH TO
G-001
Civil Engineering
US Coast Guard
D E
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IP
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M A
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IT
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P R
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IN
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A
O J E
SHEET IDSHEET ID
SOLICITATION NO,: CONTRACT NO,:
9829696, DREDGE CHANNEL
CG STA JONES BEACH
NY
LOOKOUT,
POINT
TO PERFORM THE FOLLOWING WORK:
SUPERVISION, LABOR, EQUIPMENT AND MATERIAL NECESSARY
UNLESS OTHERWISE NOTED, CONTRTACTOR SHALL PROVIDE ALL
Jones Beach
USCG Station
MICHAEL P. CAROSOTTO
MICHAEL P. CAROSOTTO
J O
N E S
I
N L
E
APPROVING OFFICER DATE
STATE PARK, NY
JONES BEACH
TECHNICAL DIRECTOR
5of5 C-104 X PLACEMENT AREA & DETAILS
4of5 C-103 X DREDGING LIMITS & PRISM Sh2
3of5 C-102 X DREDGING LIMITS & PRISM Sh1
2of5 C-101 X GENERAL PROJECT DETAILS
1of5 G-001 X TITLE & INDEX
NUMBER ID BID DESCRIPTION
SHEET SHEET BASE
NEW YORK DISTRICT
OF ENGINEERS
US ARMY CORPS
CGJO20 Plans Final Sh1.dgn Default 3/5/2020 11:31:39 AM
B
22.3
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22.0
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REVISED DREDGE AREA
USCG STATION JONES BEACH
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14.0
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13.9
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13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
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12.3 12.3
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12.1
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12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.8
11.8
11.8 11.8
11.8
11.8
11.7
GENERAL SHOALING MAP
DREDGING CHANNEL &
11.6
11.6
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11.0
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11.0
10.9
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10.1
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10.0
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10.0
10.0
9.9
9.9
9.9
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9.7
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9.7
9.6
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9.5
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9.4
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9.3
9.3
9.3
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9.2
9.2
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9.1
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9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
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8.8
8.8
8.8
8.8
8.8
8.8
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8.7
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8.7
8.7
8.7
8.7
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8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
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8.4
8.4
8.4
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8.4
8.4
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8.4
8.4
8.4
8.3
8.3
8.3
8.3
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8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
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8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2 8.2
8.2
0'
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
E
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
-8
-8
-8
-8
-8
-8
-8
-8
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
-8
-8
-8
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N 155,500
E
E
7.9
7.9
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7.8
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7.8 7.8
7.8
7.8
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7.7
7.7
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7.7 7.7
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7.7 7.7
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7.5
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7.5 7.5
7.5
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7.5
7.4
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7.4 7.4
7.4
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7.3
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7.3 7.3
7.3
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7.2
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7.2 7.2
7.2
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7.2 7.2
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7.1
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7.1 7.1
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7.0
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7.0 7.0
7.0
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7.0
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7.0
7.0
7.0
7.0
7.0
7.0
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7.0
7.0
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6.9
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6.9
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6.9
6.9 6.9
6.9
6.9
6.86.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
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6.8 6.8
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6.7 6.7
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6.7 6.7 6.7
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6.6 6.6
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6.5
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6.5 6.5
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6.1
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6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0 6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
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5.9
5.9
5.9
5.8
5.8
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5.8
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5.7
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5.7
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5.6
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5.6
5.6
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D
C
B
A 1107401 155356
1107573 155382
1107886 154999
1107712 154972
5.5
5.55.5
5.5
5.5 5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1 5.1
5.1
5.05.0
5.0
5.0
5.05.0 5.0
5.0
5.0
5.0
5.05.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
5.0 5.0 5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9 4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
J O
N E S
I
N L
E
STATE PARK, NY
JONES BEACH
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.64.6 4.6
4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.64.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6 4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.14.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.83.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.73.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.6
3.6
3.6
3.6 3.6 3.6
3.6 3.6
3.6
3.6 3.6
3.6
3.6 3.63.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.4
3.43.4
3.4
3.4
3.4
3.4
3.4
3.4
3.43.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.33.3
3.33.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.23.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.23.2
3.2
3.2 3.2
3.2
3.2
3.23.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2 3.2
3.2 3.2
3.23.2
3.2 3.23.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2D
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1 3.13.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.0
3.03.03.0
3.03.0
3.03.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.03.0
3.0
3.0 3.0
3.03.0
3.0 3.0
3.0
3.0
3.0 3.0
3.03.0
3.03.0 3.0
3.03.03.0
3.0
3.0 3.0
3.03.0 3.0
3.03.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
2.92.9
2.9
2.9
2.9
2.9 2.9
2.9
2.9
2.9
2.9
2.92.9
2.9
2.9 2.9
2.9
2.8
2.8
2.8
2.8
2.8 2.8
2.8
2.8
2.8
2.8
2.8 2.8
2.8
2.8
2.8
2.8
2.8
2.7
2.7 2.7
2.7
2.7
2.7
2.7
2.7 2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6 2.6
2.6
2.6
2.6
2.6 2.6
2.6
2.5 2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4 2.4
2.4
2.4
2.4
2.3 2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.2 2.2
2.2
2.2
2.2 2.2
2.2 2.2
2.2
2.2
2.2
2.1
2.1
2.1 2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0 2.0 2.0
2.0
1.9
1.9
1.9
1.9
1.9
1.9 1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.8 1.8 1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.7 1.7
1.7
1.7
1.7 1.7
1.7
1.7
1.7
1.6
1.6
1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.4
1.4
1.4 1.4
1.4 1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.3 1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2 1.2
1.2
1.2
1.2
1.2
1.1 1.1
1.1
1.1
1.1
1.1
1.1
1.1 1.1
1.1
1.1
1.0
1.01.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.9
0.9
0.9
0.9 0.9
0.9
0.8
0.80.8
0.8
0.8
0.8 0.8
0.8
0.8
0.7 0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6 0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.40.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3 0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
EXTENDED AREA
6 NOV 2019
EBB
GREEN CAN #1
N 154,500
E
I
PILINGS
PILINGS(TYP.)
A
C
N 155,000
E
-0.0 -0.0
-0.0
-0.0
E
E
-0.0
-0.0
-0.0
-0.0
-0.0
-0.0
E
+0.1
+0.1 +0.1
+0.1
+0.1
+0.3
+0.3
+0.3
+0.3
+0.4
+0.4
+0.4
+0.5
+0.6
+0.7
+0.8
+0.8
+0.9
+1.0
+1.1
+1.1
+1.1
+1.1 +1.1
+1.1
+1.2 +1.2
+1.2
+1.3
+1.5
+1.5
+1.5
+1.6
+1.6
+1.6
+1.6
+1.7
+1.8
+1.9
+1.9
+2.0
+2.0
+2.1
+2.1
+2.3
+2.3
+2.4
+2.4
+2.5
+2.8 +2.9
+2.9
+2.9
+3.1
+3.2
+3.4
+3.4
+3.5
+3.5
+3.6
SHOALING VOLUMES
MEANT TO SHOW ACTUAL EXISTING BOTTOM CONTOUR ELEVATION.
CROSS SECTION IS ONLY FOR GENERAL INFORMATION AND NOT
NOTE: THE EXISTING ELEVATION CONTOUR SHOWN ON THIS
v h l o p e y p i c a l
NY
LOOKOUT,
POINT
M L
L W
Allowable Overdepth
Non-Pay Material to-be Dredged
Required Material
CHANNEL WIDTH
AUTHORIZED
0'
-8' (PROJECT DEPTH)
-9' (PROJECT DEPTH + 1' OVERDEPTH)
0' 50'75' 25'
-9'
-8'
-2'
-4'
99'
Jones Beach
USCG Station
NOT TO SCALE
PROJECT VICINITY MAP
TYPICAL CROSS SECTION
25' 75'50'99'
6,875 CYTOTAL
SLOPE OVERDEPTH 330 CY
485 CYSLOPE TO GRADE
2,460 CYCHANNEL OVERDEPTH
3,600 CYCHANNEL TO GRADE
FILE NO.:
DATES OF SURVEY:
REQUEST NO.: 4874
21 NOVEMBER 2019
+3.8
+4.0
+4.0
+4.1
+4.2
+4.4
+4.4
+4.7
+4.7
+4.9
+5.0
+5.0 +5.2
+5.2
+5.3
+5.6
+5.7
+5.7
+5.8
+6.0
+6.0
+6.1 +6.2
+6.2 +6.2
+6.3
+6.4
+6.4
+6.5
+6.6 +6.6 +6.7
+6.7
+6.7
+6.7
+6.7
+6.7
+7.0
+7.3
+7.5
+8.4
+8.9
+9.0
+9.0
+9.2
+9.2
+9.2
+9.2
+9.3
+9.5
+9.5
+9.7
+9.7
+9.8
+9.9
+10.0
+10.0
+10.0
+10.1
NORTHINGEASTINGPOINTS
+10.2
+10.2
+10.3
+10.3
+10.3
+10.3
+10.3
+10.3
+10.3
+10.5
+10.5
+10.5
+10.5
+10.5
+10.6
+10.6
+10.6
+10.7
+10.7
+10.7
+10.7
+10.8 +10.8
+10.9
+10.9
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+10.9
+11.0
+11.0
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+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.2
+11.2
+11.2
+11.2
+11.2
+11.3
+11.3
+11.3
+11.3
+11.3
+11.3
+11.4
+11.4
+11.4
+11.5
+11.5
+11.6
+11.6
+11.6
+11.6 +11.7
+11.7
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+11.7
+11.7
+11.7
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.9
+11.9
+11.9
+11.9
+11.9
+11.9
+12.0
+12.0
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.2
+12.2
+12.2
+12.2
+12.2
+12.3 +12.3
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.5
+12.5
+12.5
+12.5
+12.6
+12.6
+12.6
+12.7
+12.7
+12.7
+12.7
+12.8
+12.8
+12.9
+12.9
+13.0
+13.0
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1 +13.1
+13.2
+13.2
+13.2
+13.2
+13.2
+13.2 +13.2 +13.3
+13.3
+13.3
+13.3
+13.3
+13.3 +13.4
+13.4
+13.4
+13.4
+13.4
+13.4 +13.5
+13.6
+13.7
+13.7
+13.7
+13.7
+13.8
+13.9
+13.9
+13.9
+14.0
+14.1
+14.1
+14.1
+14.2
+14.2
+14.3
+14.4
+14.5
+14.6
+14.6
+14.7
+14.7
+14.8
+14.8
+14.8
+14.9
+15.0
+15.1
+15.1
+15.2
+15.3
+15.3
+15.3
+15.3
+15.4
+15.4
+15.5
+15.5
+15.5
+15.6
+15.8
+15.8
+15.8
+15.9
+15.9
+16.1
+16.1
+16.1
+16.1
+16.2
+16.2
+16.4
+16.4
+16.5
+16.6
+16.6
+16.6
+16.6
+16.6
+16.7
+16.7
+16.7
+16.7
+17.1
+17.2
+17.2
C O
A
A
A T I
O N
J
O N
A
R
G I
N E
E R
S
N
S T
R I
4 3 2
S I
G N
O
6 2
M I
C H
A
A C
L V
E
R E
E
I
M P
C P
R O J
E
T A I
N E
R A
L
D R
E D
A N
N E
L
F R
E E
P O
N
S T
R I
M I
P
Z
G
K V
R V
U
R
G I
N E
E R
S
A S
B U I
L T
A
F I
N
S I
G N
S I
G N
S I
G N
O W
N
D
W A
R W I
M J
B
C I
V
G I
N E
E R I
O V I
D E
N C
E
D E
S
IG
N
D E
S C
R
IP
T
IO
N
M A
R K
E D
IT
D A
T E
C H
E C
K
D R
A
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L
O T T
A L E
S C
A L E
U S
A W
S H
E E
T O
F
U S
O J E
U S
E N
A M
E
A
M P
A N
Y
C O
N S
U L T
E
P R
O J E
G
IN
E E
R
A
O J E
SHEET ID
Civil Engineering
US Coast Guard
Jones Beach
USCG Station
C-101
CGJO20 Plans Final Sh2.dgn Default 3/5/2020 11:32:53 AM
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "SHORT BEACH CG FLAGPOLE".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
-AERIAL IMAGERY PROVIDED BY DIGITAL GLOBE (2018).
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
MEDIAN CELL, SORTED TO A 15' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.4 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY STANDARDS.
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
ELEVATION: 9.70' NAVD 88
BENCHMARK: SHORT BEACH CG FLAGPOLE
BENCHMARK: K377 (PID: KU1529)
ELEVATION: 8.87' NAVD 88
LOCAL CONTROL DATA
NSRS BENCHMARK
LEGEND
PROPOSED DREDGE AREA
-THE REQUIRED PRE-DREDGE SURVEY SHALL BE USED FOR FINAL PRE-DREDGE CONTOURS,
TYPICAL. REFER TO CONTRACT SPECIFICATIONS.
11.8
11.5
11.3
DREDGE AREA COORDINATES
USCG STATION JONES BEACH
11.1
10.0
9.5
9.4
9.2
9.2
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.6
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2 8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
-8
-8
-8
-8
-8
-8
-8
-8
-8
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4 7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3 7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9 6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1 5.1
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.04.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9 3.93.9
3.9 3.9
3.9
3.93.9
3.9
3.9
3.93.9
3.9
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.83.83.8
3.8
3.8
3.83.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.73.7
3.7
3.7
3.73.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6 3.63.6
3.6
3.6
3.63.6 3.63.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.5
3.5
3.5
3.53.5
3.5
3.5 3.53.5
3.5
3.53.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.43.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.33.3
3.33.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.33.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.23.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.23.2
3.2
3.23.2 3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2 3.2
3.23.2
3.2 3.23.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.1 3.1
3.1
3.1
3.1
3.13.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1
3.13.1
3.1
3.1 3.1
3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1 3.13.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.03.0
3.0
3.0 3.0
3.0 3.03.0
3.0
3.0 3.0
3.0
3.0
3.0 3.0
3.03.0
3.03.0 3.0
3.03.03.0
3.0
3.0 3.0
3.03.0 3.0
3.03.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
2.9
2.9
2.9
2.92.9
2.9
2.9
2.9
2.9
2.9 2.9
2.9
2.8
2.8
2.8
2.8 2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7 2.7
2.7
2.6
2.6
2.6
2.6 2.6
2.6
2.5
2.5
2.5
2.4
2.4
2.3
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.0
1.9
1.9
1.9
1.8 1.8 1.8
1.8
1.8
1.8
1.8
1.7 1.7
1.7
1.7
1.7 1.7
1.7
1.7
1.7
1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.4
1.4 1.4
1.4 1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3 1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2 1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1 1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.9 0.9
0.9
0.8
0.8
0.8
0.8 0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6 0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3 0.3
0.3
0.3
0.2
A
C
-PROJECT METADATA MAY BE PROVIDED UPON REQUEST.
B
D
-LAND ELEVATIONS SHOWN REFER TO NAVD 88, TYPICAL.
0.1
0.1
0.1
0.1
D
C
B
A 1107401 155356
1107573 155382
1107886 154999
1107712 154972
N 154,500
N 155,000
E
PILINGS
PILINGS(TYP.) PILINGS(TYP.)
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
N 155,000
E
MATCH TO SHEET 2
G
R
R T
H
E
E
6 NOV 2019
DAY MARKER 2 RED W/LIGHT
-0.0
-0.0
-0.0
-0.0
-0.0
-0.0
E
E
N 154,500
+0.1
+0.1
+0.1
+0.3
+0.3
+0.3
+0.3
+0.4
+0.4
+0.5
+0.8
+1.1
+1.1
+1.1 +1.1
+1.1
+1.2
+1.2
+1.3
+1.5
+1.5
+1.5
+1.6
+1.6
+1.6
+1.6
+1.7
+1.8
+1.9
+1.9
+2.0
+2.0
+2.1
+2.1
+2.3
+2.3
+2.4
+2.4
+2.5
+2.8 +2.9
+2.9
+2.9
+3.1
+3.2
+3.4
+3.4
+3.5
+3.5
+3.6
C O
A
A
A T I
O N
J
O N
A
R
G I
N E
E R
S
N
S T
R I
4 3 2
S I
G N
O
6 3
M I
C H
A
A C
L V
E
R E
E
I
M
I
D R
E D
G I
M I
T S
D R
E D
A N
N E
L
F R
E E
P O
N
S T
R I
M I
P
Z
G
K V
R V
U
R
G I
N E
E R
S
A S
B U I
L T
A
F I
N
S I
G N
S I
G N
S I
G N
O W
N
D
W A
R W I
M J
B
C I
V
G I
N E
E R I
O V I
D E
N C
E
D E
S
IG
N
D E
S C
R
IP
T
IO
N
M A
R K
E D
IT
D A
T E
C H
E C
K
D R
A
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L
O T T
A L E
S C
A L E
U S
A W
S H
E E
T O
F
U S
O J E
U S
E N
A M
E
A
M P
A N
Y
C O
N S
U L T
E
P R
O J E
G
IN
E E
R
A
O J E
SHEET ID
Civil Engineering
US Coast Guard
Jones Beach
USCG Station
C-102
+3.8
+4.0
+4.0
+4.1
+4.2
+4.4
+4.4
+4.7
+4.7
+4.9
+5.0
+5.0
+5.0 +5.2
+5.2
+5.3
+5.6
+5.7
+5.7
+5.8
+6.0
+6.0
+6.1 +6.2
+6.2 +6.2
+6.3
+6.4
+6.4
+6.4
+6.5
+6.5
+6.6 +6.6 +6.7
+6.7
+6.7
+6.7
+6.7
+6.7
+7.0
+7.3
+7.5
+8.4
+8.9
+9.0
+9.0
+9.2
+9.2
+9.2
+9.2
+9.3
+9.5
+9.5
+9.7
+9.8
+9.9
+10.0
+10.0
+10.0
+10.1
+10.2
+10.2
+10.3
+10.3
+10.3
+10.3
+10.3
+10.3
+10.3
+10.5
+10.5
+10.5
+10.5
+10.5
+10.6
+10.6
+10.6
+10.7
+10.7
+10.7
+10.7
+10.8 +10.8
+10.9
+10.9
+10.9
+10.9
+11.0
+11.0
+11.0
+11.0
+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.1
+11.2
+11.2
+11.2
+11.2
+11.2
NORTHINGEASTINGPOINTS
+11.3
+11.3
+11.3
+11.3
+11.3
+11.3
+11.4
+11.4
+11.4
+11.5
+11.5
+11.6
+11.6
+11.6
+11.6 +11.7
+11.7
+11.7
+11.7
+11.7
+11.7
+11.7
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.9
+11.9
+11.9
+11.9
ONE INCH = 50 FEET
12 NOVEMBER 2019
J. BERTOLOTTI
D. CLARKE
REQUEST NO.: 4874/AL/ML2
5 - 6 NOVEMBER 2019
APPROVED:
APPROVED:
APPROVED:
APPROVED:
FIELD CARTOGRAPHER
LEAD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
SCALE: DATES OF SURVEY:
FIELD BOOKS:
M. FORTE
N/A
J. MRAZ
DEPUTY CHIEF OF SURVEY
+11.9
+11.9
+12.0
+12.0
DATE:
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.2
+12.2
+12.2
+12.2
+12.2
+12.3 +12.3
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.5
+12.5
+12.5
+12.5
+12.6
+12.6
+12.6
+12.7
+12.7
+12.7
+12.7
+12.8
+12.8
+12.9
+12.9
+13.0
+13.0
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1 +13.1
+13.2
+13.2
+13.2
+13.2
+13.2
+13.2 +13.2 +13.3
+13.3
+13.3
+13.3
+13.3
+13.3 +13.4
+13.4
+13.4
+13.4
+13.4
+13.4 +13.5
+13.6
+13.7
+13.7
+13.7
+13.7
+13.8
+13.9
+13.9
+13.9
+14.0
+14.1
+14.1
+14.1
+14.2
+14.2
+14.3
+14.4
+14.5
+14.6
+14.6
+14.7
+14.7
+14.8
+14.8
+14.8
+14.9
REQUEST NO.: 4874/AL/ML2
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
+15.0
+15.1
+15.1
+15.2
+15.3
+15.3
+15.3
+15.3
+15.4
+15.4
+15.5
+15.5
+15.5
+15.6
+15.8
+15.8
+15.8
+15.9
+15.9
+16.1
+16.1
+16.1
+16.1
+16.2
+16.2
+16.4
+16.4
+16.5
+16.6
+16.6
+16.6
+16.6
+16.6
+16.7
+16.7
+16.7
+16.7
+17.1
+17.2
+17.2
CGJO20 Plans Final Sh3.dgn Default 3/5/2020 11:24:32 AM
ELEVATION: 9.70' NAVD 88
BENCHMARK: SHORT BEACH CG FLAGPOLE
BENCHMARK: K377 (PID: KU1529)
ELEVATION: 8.87' NAVD 88
LOCAL CONTROL DATA
NSRS BENCHMARK
LEGEND
PROPOSED DREDGE AREA
AND EM 1110-2-6056.
-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160
FROM STATION "SHORT BEACH CG FLAGPOLE".
-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS
-AERIAL IMAGERY PROVIDED BY DIGITAL GLOBE (2018).
CALCULATION PURPOSES.
-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME
-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.
MEDIAN CELL, SORTED TO A 15' INTERVAL.
-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'
USING VDATUM (VER. 3.0).
-MEAN LOWER LOW WATER IS 2.4 FEET BELOW NAVD88 AS DETERMINED
(MLLW) [EPOCH 1983-2001].
-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER
LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.
-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,
-THE TOPOGRAPHIC DATA ON THIS MAP MEET EM 1110-1-1005 ACCURACY STANDARDS.
-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.
AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED
-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
PROJECT SPECIFIC NOTES:
DREDGE AREA COORDINATES
USCG STATION JONES BEACH
22.3
22.2
22.1
22.0
22.0
21.9
21.8
21.7
21.6
21.6
21.4
21.4
21.4
21.2
21.2
21.1
21.0
21.0
21.0
21.0
21.0
20.9
20.9
20.8
20.8
20.8
20.7
20.6
20.6
20.6
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.3
20.3
20.2
20.2
20.2
20.2
20.1
20.1
20.0
20.0
20.0
20.0
19.9
19.9
19.8
19.8
19.8 19.8
19.8
19.7 19.7
19.6
19.6
19.5
19.5
19.4
19.4
19.3
19.3
19.3
19.3
19.3 19.2
19.2
19.1
19.1
19.1
19.0
19.0
19.0
18.9
18.8
18.8
18.8
18.8
18.8
18.7
18.7
18.6
18.6
18.6
18.5
18.4
18.4
18.4
18.4
18.3
18.2
18.2
18.2
18.0
18.0
18.0
17.9
17.9
17.9
17.8
17.8
17.7
17.7 17.7
17.6
17.6
17.6
17.5
17.4
17.3
17.3
17.2
17.2
17.2
17.2
17.1
17.1
17.0
17.0
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.6
16.6
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.2
16.1
16.1
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.6
15.6
15.6
15.6
15.6
D
C
B
A 1107401 155356
1107573 155382
1107886 154999
1107712 154972
15.4
15.4
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
14.9
14.9
OPERATIONS DIVISION
SURVEY SECTION
CENAN-OP-S
14.8
14.8
14.8
14.7
14.7
14.7
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.0
14.0
13.9
13.9
13.8
13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.6
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3 12.3
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.8
11.8
11.8 11.8
11.8
11.7
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.0
11.0
11.0
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8 10.8
10.7
10.7
10.6
10.6 10.6
10.6
10.5
10.4
10.4
10.4 10.4
10.3
10.3
10.3
10.3
10.3
10.3 10.2
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.8
9.8
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2 9.1
9.0
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
-PROJECT METADATA MAY BE PROVIDED UPON REQUEST.
-THE REQUIRED PRE-DREDGE SURVEY SHALL BE USED FOR FINAL PRE-DREDGE CONTOURS,
TYPICAL. REFER TO CONTRACT SPECIFICATIONS.
-LAND ELEVATIONS SHOWN REFER TO NAVD 88, TYPICAL.
I
D R
E D
G I
M I
T S
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1 8.1
8.1
8.1
N 155,000
E
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
-8
-8
-8
-8
-8
-8
-8
N 155,500
MATCH TO SHEET 1
G
R
R T
H
E
E
E
E
N 155,000
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7 7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2 7.2
7.2
7.2
7.2
7.2 7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2 7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1 7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0 7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.86.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8 6.7
6.7 6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7 6.7 6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4 6.4
6.4
6.4
6.4
6.4
6.4 6.4
6.4
6.4
6.4
A
C
B
D
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0 6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.55.5
5.5
5.5 5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.05.0
5.0
5.0
5.05.0 5.0
5.0
5.0
5.0
5.05.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
5.0 5.0 5.0
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9 4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.64.6 4.6
4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.64.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6 4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
C O
A
A
A T I
O N
J
O N
A
R
G I
N E
E R
S
N
S T
R I
4 3 2
S I
G N
O
6 4
M I
C H
A
A C
L V
E
R E
E
I
M P
C
D R
E D
A N
N E
L
F R
E E
P O
N
S T
R I
M I
P
Z
G
K V
R V
U
R
G I
N E
E R
S
A S
B U I
L T
A
F I
N
S I
G N
S I
G N
S I
G N
O W
N
D
W A
R W I
M J
B
C I
V
G I
N E
E R I
O V I
D E
N C
E
D E
S
IG
N
D E
S C
R
IP
T
IO
N
M A
R K
E D
IT
D A
T E
C H
E C
K
D R
A
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L
O T T
A L E
S C
A L E
U S
A W
S H
E E
T O
F
U S
O J E
U S
E N
A M
E
A
M P
A N
Y
C O
N S
U L T
E
P R
O J E
G
IN
E E
R
A
O J E
SHEET ID
Civil Engineering
US Coast Guard
Jones Beach
USCG Station
C-103
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
NORTHINGEASTINGPOINTS
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.14.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.73.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6 3.6
3.6 3.6
3.6
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.4
3.43.4
3.4
3.4
3.4
3.4
3.4
3.4
3.43.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.33.3
3.33.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.23.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.0
3.03.03.0
3.03.0
3.03.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.03.03.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
ONE INCH = 50 FEET
12 NOVEMBER 2019
J. BERTOLOTTI
D. CLARKE
5 - 6 NOVEMBER 2019
FIELD CARTOGRAPHER
CIVIL ENGINEERING TECHNICIAN
DATES OF SURVEY:
DEPUTY CHIEF OF SURVEY
APPROVED:
APPROVED:
APPROVED:
APPROVED:
M. FORTE
LEAD CARTOGRAPHER
J. MRAZ
SCALE:
FIELD BOOKS:
N/A
2.92.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9 2.9
2.9
DATE:
2.8
2.8
2.8
2.8
2.8
2.8
2.82.8
2.8
2.8
2.8
2.82.8
2.8
2.8
2.8
2.8
2.8
2.8 2.8
2.8
2.7
2.7
2.7 2.7
2.7
2.7
2.7
2.7 2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6 2.6
2.6
2.5
2.5 2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4 2.4
2.4
2.3
2.3
2.3
2.3
2.3
2.2 2.2
2.2
2.2
2.2 2.2
2.2 2.2
2.1
2.1 2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0 2.0 2.0
1.9
1.9
1.9
1.9
1.9
1.9 1.9
1.8
1.8
1.7
1.7
1.6
1.6
1.5
1.5
1.5 1.5
1.4
1.3
1.2
1.2
1.2
1.1 1.1
1.1
1.0
1.0
0.9
0.9
0.9
0.8
0.8
0.7 0.7
0.7
0.7
0.5
0.5
0.4
0.1
6 NOV 2019
EBB
GREEN CAN #1
N 155,500
-0.0 -0.0
-0.0
-0.0
REQUEST NO.: 4874/AL/ML2
DEPARTMENT OF THE ARMY
NEW YORK, NEW YORK 10278
NEW YORK DISTRICT
CORPS OF ENGINEERS
+0.1
+0.1
+0.4
+0.6
+0.7
+0.8
+0.9
+1.0
+1.1
+1.2
CGJO20 Plans Final Sh4.dgn Default 3/5/2020 11:34:34 AM
E
GH
E
CONSTRUCTION SPECIFICATIONS
ACCESS
CONSTRUCTION
STABILIZED
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,
NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS,
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE
MUST BE REMOVED IMMEDIATELY.
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-
5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A
1. STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE
30 FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
ENTRANCE TO SITE.
RAIN.
3' 5:1
PLAN VIEW
PROFILEGROUND
EXISTING
CLOTH
FILTER
PAVEMENT
EXISTING
(OPTIONAL)
MOUNTABLE BERM
PAVEMENT
EXISTING
10'MIN.
10'MIN.
12'MIN.
50'MIN.
6"MIN.
GROUND
EXISTING
50'MIN.
12'MIN.
EQUIVALENT.
SYMBOL
SILT FENCE
REINFORCED
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,
NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS,
SPACING)
W/ MAX. 6" MESH
(MIN. 14 GAUGE
WOVEN WIRE FENCE
INTO GROUND.
POSTS DRIVEN MIN. 16"
36" MIN. LENGTH FENCE
= 18" MIN.
HEIGHT OF FILTER
6" MIN.
O W
F L
O W
10' MAX. C. TO C.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN.
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
6" MAXIMUM MESH OPENING.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
"BULGES" DEVELOP IN THE SILT FENCE.
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
UNDISTURBED GROUND
A MIN. OF 6" IN GROUND.
EMBED FILTER CLOTH
4"
16"MIN.
SPACING) WITH FILTER CLOTH
GAUGE W/ MAX. 6" MESH
WOVEN WIRE FENCE (MIN. 14
36" MIN. FENCE POST
FLOW
COMPACTED SOIL
20"MIN.
PERSPECTIVE VIEW
SECTION VIEW
ST-I
SEDIMENT TRAP
PIPE OUTLET
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,
NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS,
11. THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCH HARDWARE CLOTH WIRE THEN
14. THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASE OR STEEL PLATE
13. FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HAND COMPACTED IN FOUR (4)
12. STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THE FILTER CLOTH AND WIRE
(12) INCHES WITH THE RISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUM
THICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BY A CONTINUOUS WELD
AROUND THE BOTTOM TO FORM A WATERTIGHT CONNECTION AND THEN PLACE TWO
PLACED OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
INCH LAYERS. A MINIMUM OF TWO (2) FEET OF HAND COMPACTED BACKFILL SHALL BE
FILTER CLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHEST HOLE AND SIX (6)
TOGETHER, THEY SHALL BE OVER-LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS.
WRAPPED WITH FILTER CLOTH (HAVING AN EQUIVALENT SIEVE SIZE OF 40-80). THE
IN THE CONCAVE PORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX (6)
HOLES OR SLITS SPACED SIX (6) INCHES VERTICALLY AND HORIZONTALLY AND PLACED
10. THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE (1) INCH DIAMETER
5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA
6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
BASE TO PREVENT FLOTATION. FOR CONCRETE BASE THE DEPTH SHALL BE TWELVE
(2) FEET OF STONE, GRAVEL, OR TAMPED EARTH ON THE PLATE.
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
FABRIC IN PLACE. THEY SHALL BE PLACED AT THE TOP AND BOTTOM OF THE CLOTH.
INCHES BELOW THE LOWEST HOLE. WHERE ENDS OF THE FILTER CLOTH COME
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND STABILIZED.
9. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.
8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1 OR FLATTER.
AND SEDIMENT ARE CONTROLLED.
INCHES OF THE HORIZONTAL BARREL.
HAS BEEN PROPERLY STABILIZED.
3. VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET PER ACRE OF
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY
VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.
TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED.
OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY
WOODY VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC MATERIAL,
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER
4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
CONTRIBUTORY DRAINAGE.
EQUIPMENT.
TRAP ST-I
SEDIMENT
PIPE OUTLET
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,
NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS,
OUTLET PROTECTION
EARTH EMBANKMENT
MAXIMUM DRAINAGE AREA: 5 ACRES
THIS DETAIL TO COMPLETE DESIGN.
CONSTRUCTION SPECIFICATION SHOULD BE ATTACHED TO
NOTE:
PROTECTION
RIPRAP
OR FLATTER
ALL SLOPES 2:1
FLOW
FOR STORAGE
EXCAVATE IF NECESSARY
CU.FT.
DESIGN VOLUME IS
PERFORATED RISER
FASTENED.
FABRIC SECURELY
CLOTH WITH FILTER
1/4" TO 1/2" HARWARE
EMBANKMENT SECTION THRU RISER
4.0'MIN.
12"
W
10.0'
1.0'
1'6"MIN.
TIGHT JOINTS
ACCEPTABLE WATER
AROUND
WELD ALL
ALL AROUND.
1/4" METAL PLATE WELDED
OR
CONCRETE
* RISER EMBEDDED 9" INTO
OF RISER +24"
W=DIAMETER
DIKE
STRAW BALE
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION,
NEW YORK STATE DEPARTMENT OF TRANSPORTATION,
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS,
BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE
RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL
PLACED SO THE BINDINGS ARE HORIZONTAL.
ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR
2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND
PROMPTLY AS NEEDED.
AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO
4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE
BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A
PREVIOUSLY LAID BALE.
ANGLE FIRST STAKE TOWARDS
OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%.
DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET
NOT TO SCALE
BEDDING DETAIL
TOP OF BALE.
WITHFLUSH DRIVE STAKES
1 1/2' TO 2' IN GROUND.
OR 2"X2" STAKES PLACED
2 RE-BARS, STEEL PICKETS
NOT TO SCALE
ANCHORING DETAIL
FLOW
ON CONTOUR.
BOUND BALES PLACED
4" VERTICAL FACE
FLOW
N 154,500
131'
12'MIN.
N 155,000
105'
CONFINED DE-WATERING FACILITY
USCG STATION JONES BEACH
1107156.7 154830.9
1107287.1 154847.9
1107290.6 154497.3
1107202.6 154483.7
4.94.8 4.8
4.8
4.8
4.7
4.7
4.7
4.64.6 4.6
4.6
4.6 4.6
4.6
4.6
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3 4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.04.0 4.0
4.0
3.9
3.9
3.8
3.83.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7 3.7 3.6
3.6
3.6 3.6 3.6
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2 3.2
3.2
3.2
3.1
3.1
3.1
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
2.9
2.9
2.9 2.9
2.9
2.8
2.8
2.8
2.8 2.8
2.8
2.7
2.7 2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6 2.6
2.6
2.5 2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.4 2.4
2.4
2.3
2.3
2.2 2.2
2.2
2.2
2.2 2.2
2.2 2.2
POINTS EASTING NORTHING
H
G
F
E
2.1
2.1 2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0 2.0 2.0
1.9
1.9
1.9
1.9
1.9
1.9 1.9
1.8
1.8
1.8 1.8 1.8
1.7
1.7
1.7 1.7
1.7
1.7
1.7 1.7
1.6
1.6
1.6
1.6 1.6
1.6
1.6 1.6
1.5
1.5 1.5
1.5
1.5
1.5 1.5
1.4
1.4
1.4 1.4
1.4 1.4
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.1 1.1
1.1
1.1
1.1
1.1
1.1
1.1 1.1
1.0
1.01.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.9
0.9
0.8
0.80.8
0.8
0.8
0.8 0.8
0.7 0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.40.4
0.4
0.4
0.3
0.3
0.3
0.3
0.1
0.1
0.1
0.1
-0.0 -0.0
-0.0
-0.0
-0.0
-0.0
+0.1
+0.1 +0.1
+0.4
+0.6
+0.7
+0.8
+0.9
+1.0
+1.1
+1.1
+1.1
+1.1 +1.1
+1.2 +1.2
+1.2
+1.3
+1.5
F
+1.5
+1.5
+1.6
+1.6
+1.6
+1.7
+1.9
+1.9
+2.0
+2.0
+2.1
+2.1
+2.3
+2.3
E
H G
+2.4
+2.4
+2.5
+2.8
+2.9
+2.9
+3.1
+3.2
+3.4
+3.4
+3.5
+3.5
+3.6
+3.8
+4.0
+4.2
+4.4
+4.4
+4.7
+5.0
+5.2
+5.3
+5.6
+5.7
+5.7
+5.8
+6.0
+6.1
SHALL BE ABOVE EL 17', REFERENCED TO NAVD88.
BEFORE THE PROJECT BEGAN. FINAL GRADES AND CONTOURS SHALL MATCH ALL PRE-PROJECT GRADES. NO FINAL ELEVATIONS
4. ONCE ALL DREDGE SOILS HAVE BEEN DISPOSED OF OFF-SITE, CONTRACTOR SHALL RE-GRADE THE CDF AREA TO THE GRADES
TO ALL DISTURBED GROUND AREAS. REFER TO PROJECT SPECIFICATIONS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEEDING AND TEMPORARY IRRIGATION MEASURES, TO RESTORE VEGETATION
FACILITY
DE-WATERING
CONFINED
FOR THE DURATION OF THE PROJECT, TO ENSURE DREDGE SPOIL MATERIAL DOES NOT ESCAPE OUTSIDE THE LIMITS OF THE CDF.
SHALL BE RESPONSIBLE TO MAINTAIN AND MODIFY THE STRAW BALES, SILT FENCE AND OTHER EROSION CONTROL MEASURES BE INSTALLED AROUND THE PERIMETER OF THE CONFINED DE-WATERING FACILITY AND ARE FIRM REQUIREMENTS. CONTRACTOR EROSION CONTROL MEASURES AND TO KEEP THE SITE WELL MAINTAINED. THE STRAW BALES AND SILT FENCE SHOWN SHALL CONSTRUCT ANY TEMPORARY HAUL ROADS NEEDED FOR THE CDF IN A SUITABLE MANNER, TO PROVIDE FOR ALL NECESSARY BY THE USCG COR. STABILIZED CONSTRUCTION ACCESS DETAIL IS ALSO A TYPICAL DETAIL. CONTRACTOR SHALL CONSTRUCTING THE DISHCARGE DETAIL, CONTRACTOR SHALL SUBMIT THIS DETAIL IN THE DREDGE PLAN, FOR APPROVAL CONSTRUCT THE HYDRAULIC DREDGE WATER DISCHARGE OUTLET. IF CONTRACTOR HAS AN ALTERNATIVE MEANS OF SEDIMENT TRAP DETAIL SHOWN ON THIS PAGE IS A TYPICAL DETAIL, MEANT TO SHOW ONE SUCH ACCEPTABLE WAY TO SUBMIT A DREDGE PLAN WHICH EXPLAINS IN DETAIL HOW CONTRACTOR SHALL CONSTRUCT THE CDF. THE PIPE OUTLET AND HYDRAULIC DREDGE WATER, AND TO COMPLY WITH THE CONTRACT SPECIFICATIONS AND PERMITS. CONTRACTOR SHALL PERIMETER BERM TO THE CORRECT DEPTH AND HEIGHT AS NEEDED TO ADEQUATELY CONTAIN THE HYDRAULIC DREDGE SPOILS TO PROVIDE THE REQUIRED RETENTION TIME AND DEWATERING. CONTRACTOR SHALL CONSTRUCT THE CDF BASIN AND PERIMETER BERM. tHE PERIMETER BERM WILL BE CONSTRUCTED AS REQUIRED BY THE ARMY CORPS AND NYSDEC PERMITS, CIPATED THAT THE EXISTING EARTH MATERIALS ON-SITE ARE ADEQUATE FOR CONSTRUCTION OF THE BASIN AND ASSOCIATED FULL PERIMETER EARTHEN BERM TO FULLY CONTAIN THE HYDRAULIC DREDGE MATERIAL. IT IS ANTI- SHALL HAVE TO CLEAR AND GRADE THE EXISTING MATERIALS ON-SITE IN THIS LOCATION TO SHAPE A BASIN AND THE HYDRAULIC DREDGE WATER TO SETTLE PRIOR TO BEING DISCHARGED BACK TO JONES BAY. CONTRACTOR MATERIAL, TO ALLOW THE DREDGE SPOILS TO SETTLE AND DE-WATER PRIOR TO OFF-SITE DISPOSAL AND TO ALLOW
3. CONTRACTOR SHALL CONSTRUCT A CONFINED DE-WATERING FACILITY (CDF) TO CONTAIN THE HYDRAULIC DREDGE
+6.2 +6.2 +6.2
+6.3
+6.4
+6.5
+6.7
+7.0
+7.5
+8.9
+9.0
+9.2
+9.2
+9.7
C O
A
A
A T I
O N
J
O N
A
R
G I
N E
E R
S
N
S T
R I
4 3 2
S I
G N
O
6 5
M I
C H
A
A C
L V
E
R E
E
I
M
T A I
L S
P L
A C
E M
E
E A
D R
E D
A N
N E
L
F R
E E
P O
N
S T
R I
M I
P
Z
G
K V
R V
U
R
G I
N E
E R
S
A S
B U I
L T
A
F I
N
S I
G N
S I
G N
S I
G N
O W
N
D
W A
R W I
M J
B
C I
V
G I
N E
E R I
O V I
D E
N C
E
D E
S
IG
N
D E
S C
R
IP
T
IO
N
M A
R K
E D
IT
D A
T E
C H
E C
K
D R
A
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
P L
O T T
A L E
S C
A L E
U S
A W
S H
E E
T O
F
U S
O J E
U S
E N
A M
E
A
M P
A N
Y
C O
N S
U L T
E
P R
O J E
G
IN
E E
R
A
O J E
SHEET ID
Civil Engineering
US Coast Guard
Jones Beach
USCG Station
C-104
+10.5
+10.5
+10.6
+10.6
+10.7
+10.7
+10.7
+10.8
+10.9
+11.0
+11.0
+11.0
+11.1
+11.1
+11.1
+11.1
+11.1
+11.2
+11.2
+11.3
+11.3
+11.3
+11.3
+11.3
+11.4
+11.4
+11.4
+11.5
+11.5
+11.6
+11.6
+11.7
+11.7
+11.7
+11.7
+11.7
+11.7
+11.7
+11.8
+11.8
+11.8
+11.8
+11.8
+11.8
+11.9
+11.9
+11.9
+11.9
+11.9
+12.0
+12.0
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.1
+12.2
+12.2
+12.2
+12.2
+12.3
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.4
+12.5
+12.5
+12.5
+12.6
+12.6
+12.7
+12.7
+12.7
+12.7
+12.8
+12.8
+12.9
+12.9
+13.0
+13.0 +13.1
+13.1
+13.1
+13.1
+13.1
+13.1
+13.1 +13.1
+13.2
+13.2
+13.2
+13.2 +13.3
+13.3
+13.3
+13.3
+13.3
+13.3 +13.4
+13.4
+13.4
+13.4
+13.4
+13.4 +13.5
+13.6
+13.7
+13.7
+13.7
+13.7
+13.8
+13.9
+13.9
+13.9
+14.0
+14.1
+14.1
+14.1
+14.2
+14.2
+14.3
+14.4
+14.5
+14.6
+14.6
+14.7
+14.7
+14.8
+14.8
+14.8
+14.9
+15.0
+15.1
+15.1
+15.2
+15.3
+15.3
+15.3
+15.3
+15.4
+15.4
+15.5
+15.5
+15.5
+15.6
+15.8
+15.8
+15.8
+15.9
+15.9
+16.1
+16.1
+16.1
+16.1
+16.2
+16.2
+16.4
+16.4
+16.5
+16.6
+16.6
+16.6
+16.6
+16.6
+16.7
+16.7
+16.7
+16.7
+17.1
+17.2
+17.2
F
131'
105'
THE PERMITS ARE INCLUDED IN THE PROJECT SPECIFICATIONS.
1. CONTRACTOR MUST COMPLY WITH THE PROJECT SPECIFICATIONS AND DREDGE PERMITS.
MATERIALS NEEDED FOR DREDGE MATERIAL DE-WATERING AND FULL RESTORATION OF THE ENTIRE SITE TO ITS PRE-DREDGE CONDITION.
PROJECT BEGAN. THIS INCLUDES, BUT IS NOT LIMITED TO COMPLETE REMOVAL OF ANY TEMPORARY HAUL ROAD, REMOVAL OF ALL
5. AT THE END OF CONSTRUCTION, THE ENTIRE SITE MUST BE COMPLETELY RESTORED TO ITS ORIGINAL CONDITION BEFORE THE
GENERAL NOTES:
REFER TO PROJECT SPECIFICATIONS AND PERMITS.
2. DREDGE MATERIAL SHALL BE DE-WATERED ON-SITE AND THEN TRANSPORTED OFF-SITE FOR FINAL DISPOSAL.
CGJO20 Plans Final Sh5.dgn Default 3/5/2020 11:28:58 AM
| CGJO20 Plans Final Sh1 |
| CGJO20 Plans Final Sh2 |
| CGJO20 Plans Final Sh3 |
| CGJO20 Plans Final Sh4 |
| CGJO20 Plans Final Sh5 |
| 2020-03-23T11:53:45-0400 | |
| CAROSOTTO.MICHAEL.P.1021033398 |
File details come from the government source that posted it. Updated .