FIMI_3B2_Amend_5_Plans_03132019.pdf
PDF 5 MB Posted
- Attached to
- Fire Island Maintenance 3B2 Federal contract opportunity
- Solicitation number
- W912DS19B0002
About this file
Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| W912DS19B0002-0007.pdf | ||
| W912DS19B0002-0006.pdf | ||
| FIMI_3B2_Amend__6_03182019.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_Amend_6_03-19-2019.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_Amend_5_03-13-2019.pdf | ||
| W912DS19B0002-0005.pdf | ||
| W912DS19B0002-0004.pdf | ||
| 2017_4561-FIMI-3B-PROFILE-ELEV.XYZ | XYZ file | |
| W912DS19B0002-0003.pdf | ||
| 2018_4775-PROFILES-15FT-ELEV.XYZ | XYZ file | |
| 2018_4775-LiDAR-35FT-SORTED-MED-ELEV.XYZ | XYZ file | |
| FIMI_3B2_SPECS_PACKAGE_02-15-2019.pdf | ||
| FIMI_3B2_RTA_Amend_2_02132019.pdf | ||
| W912DS19B0002-Amendment_0002.pdf | ||
| W912DS19B0002-01.pdf | ||
| A.07.23_Solicitation_W912DS19B0002.pdf | ||
| FIMI_3B2_SPECS_PACKAGE_2018-10-31.pdf | ||
| FIMI_3B2_90__Submission_11092018_Compressed.pdf |
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Text version
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IDENTIFICATION
SHEET
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New York District of Engineers
US Army Corps
SHEET OF
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(TYP.)
RAIL CAP
A
B
C
D
SEAWARD SIDE
L A
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IN
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EL. 17.5'
T.O. STRINGER
DECK
EL. 7.00'
891011
CAP (TYP.)
SPLIT PILE
L A
N D
IN
G
LANDWARD SIDE
SLOPE
(MAX.)
1:12
LANDINGLANDING
PILE CAP
3"x12" SPLIT
STRINGER
3"x12"
E
F
G
MEET EXISTING GRADES
TO BE CONTINUED TO
A
C-504
B
C-505
C-505
SLOPE
(MAX.)
1:12
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POSTS (TYP.)
4"x4" HANDRAIL
TIMBER 6" POSTS
PAD WITH (2)
TIMBER LANDING
PILES
MARINE
(2) TIMBER
PAD WITH
LANDING
TIMBER
SHEET C-208
REFER TO PROFILE
DISTANCE VARIES,
8'-0"8'-0"15'-0"
7'-0"
15'-0"
(T Y
P
12'-6"12'-6"
15'-0"
7'-0" 30'-0"
15'-0"
(T Y
P
SEAWARD SIDE
EL. 14.0'
T.O. DUNE
EL. 17.5'
T.O. STRINGER
SAND FILL
HYDRAULIC
EL. 17.5'
EL. 0.0'
EL. 14.0'
EL. 7.0'
EL. 14.0'
C-505
W.P.
EL. 15.0'
EL. 12.5'
EL. 11.25'
EL. 10.0'
LANDWARD SIDE
EL. 17.5'
EL. 0.0'
EXISTING SAND
EL. 8.5'
W.P.
MEET EXISTING GRADES
TO BE CONTINUED TO
CLARITY (TYP.)
NOT SHOWN FOR
(6'-0" MAX.) HANDRAIL
4"x4" POST @ 5'-0" O.C. TYP.
TIMBER PAD
ANCHOR BOLTED TO
PLATE (BOTH SIDES)
STRINGER WITH BENT
VARIES
DISTANCE
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10" DIA. PILES
EMBEDMENT
POSTS, MIN. 10'
SUPPORTED BY (2) 6"
TIMBER LANDING PAD
MIN. 4" THICK X 16"
8'-0" 8'-0"15'-0"15'-0"
25'-0"
12'-6"12'-6"15'-0"15'-0"
7'-0"
EL. 8.5'
TIMBER PILES
LANDING PAD SUPPORTED BY (2)
MIN. 4" THICK X 16" TIMBER
TIMBER PAD, SEE NOTE 3
NOTE 3
PAD, SEE
TIMBER
TYP.
4" MAX.
C-504
GENERAL NOTES:
S S J
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J R
N
S S J
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C-504
1/8" = 1'-0"
1/8" = 1'-0" C-504
A
TYPE D AND E - ADA ACCESS RAMP PLAN
ADA ACCESS RAMP ELEVATION
P L
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V A
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4. FOR PILE SIZES, SEE TYPICAL SECTION 3/C-505.
GRADE WHERE IT DOES NOT MEET ANY WALKWAYS.
MEET THE EXISTING WALKWAY OR EXTEND 1.5' BELOW EXISTING
SAND. THE RAMPS ON THE LANDWARD SIDE SHALL EITHER
THE RAMPS ON THE SEAWARD SIDE SHALL EXTEND 1.5' BELOW3.
SECTIONS AND DETAILS.
SEE SHEET C-505 FOR ELEVATION B, GENERAL NOTES, TYPICAL2.
DETAIL ON SHEET C-505.
SEE DETAIL 1 AND TYPICAL SECTION FOR EDGE PROTECTION1.
R
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/1
/2
| G-001 |
| G-101 |
| C-501 |
| ADA_C-504 |
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