Amendment_0009_G-002.pdf
PDF 5 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 0009_G-002
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| Amendment_0009.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_Spec_Section_01_35_26.pdf | ||
| Amendment_0007_Spec_Section_35_31_29.40.pdf | ||
| Amendment_0007.pdf | ||
| Amendment_0007_Section_00_21_16.pdf | ||
| Amendment_0007_Plans_Reach_2.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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Text version
G-002
A C
C E
S S R
O A
D S
T A
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IN
G A
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1.
250’
150’
400’
200’
BASELINE
8 8
0 18
12 12
-12
-10 -10
-10
-10
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-6 -6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-4
-4-4
-4
-4
-4
-4
-4
-4
-4
-4
-2
-2-2
-2
-2
-2
-2 -2
-2
-2
-2
0 0
2 4
8 8
8 8 8
8 8 8 8
8 8
10 10
10 10
12 1
-1
-10 -14-1
-12
-14
P1 P2
P3
P4
P5
GROIN 55
GROIN 58
GROIN 56
STA. 0+00
STA. 0+00
STA. 0+00
STA. 0+00
STA. 0+00
STA. 1+50STA. 2+50
STA. 4+00
STA. 0+00
STA. 0+00
0200 200 400
SCALE: 1"= 200’
C1D1
ATLANTIC OCEAN
A C
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S S R
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AREA
STAGING
S T A . 0
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S T A . 2
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STA. 5+67.41R
REVETMENT
APPRO. POSTFILL MHW
APPRO. POSTFILL MHW
E
N 152,000
N 153,000
N 154,000
N 154,000
N 153,000
N 152,000
NEW GROIN D
NEW GROIN C
NEW GROIN B
NEW GROIN A
A C
C E S S R
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WORK LIMIT
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WORK LIMIT
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APPROX. BEACHFILL
LIMIT OF BERM
N
200m/656ft
77°44.844’
73°51.228’
75°28.53’
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
100’x200’ STONE
STOCKPILE
150’x250’ STONE
STOCKPILE
150’x250’ STONE
STOCKPILE
100’x200’ STONE
SENSITIVE AREA
ENVIRONMENTALLY
DO NOT DISTURB
"BULGES" DEVELOP IN THE SILT FENCE.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN5.
PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.4.
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-3.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE2.
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES1.
COMPACTED SOIL
FLOW
A MIN. OF 6" IN GROUND
EMBED FILTER CLOTH
16" MIN
4"
SECTION VIEW
10’ MAX. C TO C
36" MIN. FENCE POST
CONSTRUCTION SPECIFICATIONS
WITH FILTER CLOTH
MAX. 6" MESH SPACING)
(MIN. 12 1/2 GAUGE W/
WOVEN WIRE FENCE
GROUND
UNDISTURBED
36" MIN
A
D
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F
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SILT FENCE PIPING PLOVER CHICK BARRIER DETAILS
R
A
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T E
S
GROIN
OF THE TERMINAL
200-M (656-FT)
ALLOWED WITHIN
YEAR-ROUND WORK
6. SEE WATER QUALITY CERTIFICATE NOTE 6.
EXTEND TO MLLW
CHICK BARRIER TO
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US Army Corps
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IT
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N
SHEET OF 24
-12
-11
-14
-11
0-3
-38
-3
-3
-32
-32
-3
-30
-30
-30
-30
-30
-3
-2
-2
-26
-26 -2
-2
-2
-22
-22
-2
-2
-28
-28
-2
-26
-2
-2
-2
-2
-2
-2
-2
-2
-2
-22
-2
-20
-2
-20
-20
-20
-2
-20
-1
-18
-18
-18 -18
-18
-1
-18
-1
-1
-16
-16
-1
-16
-16
-16
-16
-1
-14
-1
-14
-14
-14
-14
-12
-12
-12
-12
-12
-12
-12
-10
-10
-10
-10
N
150’
100’
WALL WALL
B E
A C
H
ROCKS
ROCKS
ROCKS
RIP-RAP
A R E A
P A R K I N G
A S P H A L T
BASELINE
-14
-14
-14
-12
-12
-12
-10
-10-8
-8
-8
-8
-6
-6
-6
-6
-4
-4
-4
-4
-2
-2
-2-2
0 0 0
L C
C
LC
LC
LC
LC
C1C2L
LC
L L
LC
LC
LC
LC
C1C2L
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