B.08.02_Cell 1C Inlet Repair FINAL Plans.pdf

PDF 11 MB Posted Jun 14, 2021

Attached to: Poplar Island Cell 1C Inlet Repairs, Poplar Island, MD
Solicitation number: W912DR21B0015
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks repair services for a tidal inlet area on Poplar Island in Maryland. The Department of the Army Corps of Engineers Engineering District Baltimore is seeking a contractor to remove four failing wingwalls at the tidal inlet, drive in sheet piling along the dike slopes on all four sides, repair the dikes and road, remove and replace existing guardrails. The reinforced concrete culvert and MSE wall on top of the culvert are in good condition. The contractor must provide all necessary labor, equipment, materials and transportation to complete the repairs as specified. The opportunity is set aside for Hubzone small businesses.

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Other files

File	Type	Posted
C.04.01_Abstract of Bids_W912DR21B0015.pdf	PDF	Jul 16, 2021
B.08.03_Amendment 0001_7-1-21.pdf	PDF	Jul 1, 2021
B.04.28_Site visit sign-in sheet.pdf	PDF	Jun 26, 2021
B.08.02_Cell 1C Inlet Repair FINAL Specifications.pdf	PDF	Jun 14, 2021
B.08.02_W912DR21B0015.pdf	PDF	Jun 14, 2021

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CELL 2C

CELL 1D

CELL 1C

CELL 1B

CELL 1A

NOTE:

SUBSURFACE INVESTIGATION DATA PERFORMED IN MAY 2020 FOR CELL 1C

ARE INCLUDED IN THE SPECIFICATIONS.

CELL 7

CELL 2B

INLET 1C

FOUNDATION BORINGS

BORROW BORINGS

SHALLOW WATER BORINGS

FOUNDATION CONE PENETROMETER TEST

BORROW CONE PENETROMETER TEST

VANE SHEAR AND CONE PENETROMETER TEST

DILATOMETER TEST

LEGEND:

SW-17

SW-21

CELL 3D

CELL 3C

CELL 3A

SW-16

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SCALE: 1 IN.=300 FT.

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Baltimore District

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JEFFERSON

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ISLAND

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SWB1

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DMT-805

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CELL 5A-B

CELL 5C-D

CELL 4A-B

CELL 4C

CELL 4D

CELL 6

CELL 1D

CELL 1C

CELL 1B

CELL 1A

CELL 3D

CELL 3C

CELL 3A

CELL 2B

1,490,786.900392,831.219

401,475.340 1,488,410.170

1,489,338.810398,713.810

396,192.016 1,491,005.654

1,489,130.081396,343.949

398,144.641 1,489,790.120

1,489,190.191403,531.460

400,415.063 1,488,830.116

1,488,099.057397,703.661PIP-1

NORTHINGNAME

SURVEY CONTROL COORDINATE TABLE

ELEVATION

9.35

CM-1 7.03

CM-2 9.04

CM-3 TRUE 5.21

CM-4 9.58

CM-5 7.57

CM-6 8.92

SP-6 6.96

SP-8 7.53

TYPE

DISK ON DEEP ROD

CAPPED PIPE

DISK ON DEEP ROD

LEGEND:

SURVEY CONTROL POINT

BULKHEAD

PERSONNEL

PIER

CELL 7

JEFFERSON

ISLAND - PRIVATE

PROPERTY, NO

ACCESS

COACHES

ISLAND - PRIVATE

PROPERTY, NO

ACCESS

EASTING

CELL 11

CELL 2C

CELL 2A

CELL 10

CELL 9

CELL 8

EMBAYMENT

ROCK REEFS

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WEIR BOX

INLET 1C

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CELL 2AX

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SURVEY NOTES:

1. LOCATION SKETCHES FOR SURVEY CONTROL POINTS ARE AVAILABLE UPON

REQUEST FROM THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. THE CONTRACTOR MAY ESTABLISH HIS OWN SURVEY CONTROL, BUT IT MUST BE

BASED ON THE SURVEY CONTROL POINTS DEPICTED BELOW.

3. THE CONTRACTOR SHALL VERIFY ALL COORDINATES, DISTANCES, AZIMUTHS, AND

BEARINGS SHOWN ON THESE PLANS PRIOR TO THEIR USE FOR ANY STAKEOUT OR

ANY OTHER CONSTRUCTION PURPOSES. THE CONTRACTING OFFICER'S

REPRESENTATIVE IS NOT RESPONSIBLE IN ANY WAY FOR CONSTRUCTION

PROBLEMS RESULTING FROM A FAILURE OF THE CONTRACTOR OR

SUBCONTRACTOR TO CONFIRM COORDINATES, DISTANCES, AZIMUTHS, AND

BEARINGS SHOWN ON PLANS PRIOR TO ANY CONSTRUCTION

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SCALE: 1 IN.=800 FT.

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PLAN

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CM-3 TRUE

AutoCAD SHX Text P O P L A R H A R B O R

AutoCAD SHX Text P O P L A R I S L A N D

LOOKING AT THE OUTFALL OF INLET 1C FROM THE

HARBOR SIDE

TAKEN ON 06 NOVEMBER 2020

EXTERIOR

LOOKING AT THE UPSTREAM OF INLET 1C INSIDE

THE CELL

TAKEN ON 06 NOVEMBER 2020

INTERIOR

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515C-101.pdf

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File details come from the government source that posted it. Updated Jun 14, 2021.