WALLOPS ISLAND_PLANS_amended_15_Nov_2019.pdf
PDF 14 MB Posted
- Attached to
- NASA Wallops Beach Renourishment (Backpassing) Federal contract opportunity
- Solicitation number
- W9123619B0042
About this file
This document outlines a forthcoming solicitation for beach renourishment services at NASA's Wallops Island facility in Virginia. The solicitation will be an unrestricted firm fixed price invitation for bid issued by the Norfolk District of the Army Corps of Engineers. Services required include excavating approximately 1.3 million cubic yards of beach material from the north end of Wallops Island and placing it on the southern beach front. Additional work involves constructing six breakwaters and planting American beach grass. The liquidated damages amount is $1,551 per day of delay. The magnitude of construction is estimated between $10-25 million. The NAICS code is 237990 and small business size standard is $36.5 million. The solicitation will be available electronically on the Federal Business Opportunities website with a proposal due date at least 30 days after posting.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ABSTRACT OF OFFERORS NASA WALLOPS_1.pdf | ||
| W9123620B0007-0002_FINAL_11192019.pdf | ||
| 01 22 00 NASA Wallops Specs Amended.pdf | ||
| Site Visit Roster.pdf | ||
| W9123620B0007-0001_FINAL_11182019.pdf | ||
| 35 31 19 NASA Wallops Specs Amended.pdf | ||
| 01 14 00 NASA Wallops Specs Amended.pdf | ||
| W9123620B0007-0001_FINAL Conform Copy_11182019.pdf | ||
| H.01.04_Specs_WALLOPS_ISLAND_BREAKWATERS_AND_BEACHFILL_2019_FINAL_Submittal_BCOES_SPECS.pdf | ||
| H.01.04_Plans_WALLOPS_ISLAND_BREAKWATERS_AND_BEACHFILL_2019_FINAL_Submittal_BCOES_Plans.pdf | ||
| A.07.23_W9123620B0007_FINAL_10212019.pdf |
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Text version
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NASA-WALLOPS ISLAND BREAKWATERS AND BEACH FILL PROJECT
NASA-WALLOPS ISLAND
100% SUBMITTAL
ACCOMACK COUNTY, VIRGINIA
Sheet List Table
Sheet
Number
Sheet Title
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VICINITY MAP
VIRGINIA
LOCATION MAP
ACCOMACK
COUNTY
ITEM PROPOSEDEXISTING
LEGEND
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GENERAL NOTES
THE EXISTING UTILITIES AND OBSTRUCTIONS SHOWN ARE FROM THE BEST AVAILABLE
RECORDS AND SHALL BE VERIFIED BY THE CONTRACTOR TO THEIR SATISFACTION PRIOR TO
CONSTRUCTION.
NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING
SERVICES AND STRUCTURES. ANY DAMAGE TO THEM SHALL BE REPAIRED IMMEDIATELY AT
THEIR OWN EXPENSE.
PUBLISHED MEAN TIDAL RANGE IS 3.66 FEET.
TOPOGRAPHIC & BATHYMETRIC DATA WERE PERFORMED BY GEODYNMICS IN SPRING OF 2018
AND IS BASED UPON NAVD 88. TOPOGRAPHIC AND BATHYMETRIC DATA WERE PERFORMED BY
GEODYNAMICS IN SPRING OF 2018 AND IS BASED UPON NAVD88, NORTH AMERICAN VERTICAL DATUM
OF 1988 AS INDICATED.
JURISDICTIONAL WETLANDS WERE DELINEATED BY TIMMONS GROUP IN JULY 2009 AND
CONFIRMED BY USACE ON MARCH 1, 2010 (NAO-2010-00011, ATLANTIC OCEAN).
HORIZONTAL MERIDIAN IS BASED UPON NAD 83, VIRGINIA STATE PLANE, SOUTH
VERTICAL CONTROL IS BASED UPON NAVD 88. VERTICAL CONTROL IS BASED UPON NAVD88, NORTH
AMERICAN VERTICAL DATUM OF 1988 AS INDICATED.
PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. THIS PLAN IS NOT INTENDED TO BE A
PROPERTY LINE SURVEY.
DISTURBED AREAS WILL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN FOUND.
THIS INCLUDES THE TEMPORARY STAGING AND STONE STOCKPILE AREAS.
A LOW PROBABILITY EXISTS THAT MEC COULD BE ENCOUNTERED AND AWARENESS TRAINING
(PERFORMED BY NASA) IS REQUIRED PRIOR TO EXCAVATION ACTIVITIES. IF ANY MEC IS
ENCOUNTERED, STOP WORK CLEAR THE AREA, AND CONTACT WFF PROTECTION SERVICES
DIVISION AT 757-824-1333.
ALL REFERENCES TO MEAN HIGH WATER (MHW) AND MEAN LOW WATER (MLW) ARE IN REFERENCE TO
THE CURRENT TIDAL EPOCH 1983-2001 NATIONAL TIDAL DATUM EPOCH (NTDE)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
3.66'
MHW
NOT TO SCALE
DATUM COMPARISON
NAVD-88 =0.00'
MLW
1.31'
2.35'
12.8'
11.49'
100 YEAR STORM SURGE BASED
ON A REPORT PREPARED BY
USACE COASTAL HYDRAULICS
LABORATORY (KING, 2010).
LIST OF ABBREVIATIONS
AMA
ELEV
LOD
ANDREWS, MILLER & ASSOCIATES
ELEVATION
LIMIT OF DISTURBANCE
ASTM
INV
DIA
LB.
AMERICAN SOCIETY FOR TESTING AND MATERIALS
INVERT
DIAMETER
POUNDS
E
H
ADC
EAST
HORIZONTAL
ALEXANDRIA DRAFTING COMPANY
CD CONSTRUCTION DOCUMENTS
D.I.P DUCTILE IRON PIPE
EIS ENVIRONMENT IMPACT STATEMENT
L.F. LINEAR FEET
BLDG BUILDING
MHW
MLW
SCE
SF
STA
TYP.
MEAN HIGH WATER
MEAN LOW WATER
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
STATION
TYPICAL
O.D.
RCP
OUTSIDE DIAMETER
REINFORCED CONCRETE PIPE
N
V
OCEW
NAVD
NORTH
VERTICAL
ON CENTER EACH WAY
NORTH AMERICAN VERTICAL DATUM
NASA NATIONAL AERONAUTICS & SPACE ADMINISTRATION
USACE UNITED STATES ARMY CORPS OF ENGINEERS
yr. YEAR
OSF ORANGE SAFETY FENCE
NIC NOT IN CONTRACT
BOP BEGINNING OF PROJECT
EOP END OF PROJECT
MEC MUNITIONS & EXPLOSIVES OF CONCERN
SCALE: AS SHOWN
CONTRACTOR'S ROUTE TO LAYDOWN AREA
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BLDG.
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BLDG.
X-15
BLDG.
X-35
BLDG
X-85
BLDG.
W-65
BLDG.
W-20
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ASSAWOMAN
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PAD-1
Z-41
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APPROXIMATE
(NASA) PROPERTY
LINE
STOCKPILE AREA
-CONSTRUCTION / STORAGE TRAILERS
ATLANTIC OCEAN
PLACEMENT AREA
S T
A
BLDG
X-85
BLDG.
W-65
BLDG.
W-20
P
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N SEAW
ALL RD
N SEAW
ALL RD
P
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PLACEMENT AREA
Scale: 1" = 500'
500'0'
APPROXIMATE LOCATION OF
DOCUMENTED MEC SITE. (BASED
UPON EIS REPORT)
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RESTRICTED AREA
DUE TO THE CURRENT NASA ROCKET LAUNCH SCHEDULE, THE CONTRACTOR WILL NOT BE
ALLOWED TO PERFORM WORK TO BREAKWATERS AND BEACH FILL WITHIN A DESIGNATED
RADIUS OF 1250 FEET FROM THE LAUNCH LOCATION. THE CONTRACTOR SHALL REMAIN
OUTSIDE OF THIS RADIUS FROM 5 JANUARY 2020 THRU 15 MARCH 2020. DURING THIS
PERIOD THE CONTRACTOR WILL BE ALLOWED TO TRANSVERSE THROUGH THE
DESIGNATED RADIUS, HOWEVER NO WORK WILL BE PERFORMED TO THE BREAKWATERS
AND BEACH FILL WITHIN THE FOLLOWING DESIGNATED LATITUDES AND LONGITUDES
1. 75.488W 37.834N
2. 75.488W 37.829N
3. 75.493W 37.828N
THESE LOCATIONS ARE WITHIN THE STATIONS 24+00 TO 50+00 PERTAINING TO THE
CONTRACT DRAWINGS. DURING THE TIME OF LAUNCH PROVIDED BY THE COR, THE
CONTRACTOR WILL BE REQUIRED TO EVACUATE THE SITE (ALONG WITH ALL PERSONNEL)
FOR THE DURATION OF THE LAUNCH.
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BREAKWATER CONSTRUCTION
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TYPICAL BREAKWATER SECTION
Scale: 1" = 5'
5'0'
TYPICAL BREAKWATER SPACING
Scale: 1" = 40'
40'0'
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35 75
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BEACHFILL CONSTRUCTION
BLDG.
Y-15
PAD-2
Y-35
BLDG.
Y-30
BLDG.
X-15
BLDG.
X-35
BLDG
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BLDG.
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BLDG.
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C A
U S
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A
N SEAWALL RD
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A
APPROXIM
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(N
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BLDG.
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N SEAWALL RD
N B
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36 75
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SHEET 37 SHEET 37 SHEET 38
SHEET 38 SHEET 38
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37 75
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38 75
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EXISTING STONE
SEAWALL (TYP.)
EXISTING GRADE (TYP.)
PROPOSED SAND FILL (TYP.)
(CONSTRUCTION TEMPLATE)
PROPOSED SAND
FENCE (TYP.)
PROPOSED AMERICAN
BEACH GRASS
PLANTING (TYP.)
TYPICAL BEACHFILL SECTION
Scale: 1" = 20'
20'0'
25'
CONSTRUCTION
BASE LINE
FINISH GRADE
14.0' (TYP)
FINISH GRADE
7.0' (TYP)
FINISH GRADE
6.0' (TYP)
MLW = -2.35'
MHW = 1.31'
NAVD88 = 0.00'
130'49'
12.5'12.5'
ORANGE SAFETY FENCE DETAIL
Not To Scale
48" HIGH DENSITY ORANGE
POLYETHYLENE SAFETY FENCE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
STAKES: 66" T-POST DRIVEN
EXISTING GRADE
18" BELOW GRADE
STAKE SPACING
12 FT. ON CENTER
NOTE:
DANGER SIGNAGE SHOULD BE INSTALLED AT THE
SOUTHERN END OF THE ISLAND AT THE CROSSOVER ON
THE EAST SIDE OF THE DUNE.
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File details come from the government source that posted it. Updated .