Drawings - W9128F22B0007 - Old Fort Thompson Slump Repair 2022 .pdf

PDF 17 MB Posted Jul 15, 2022

Attached to: Old Fort Thompson Bank Stabilization
Solicitation number: W9128F22B0007
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details of a federal contract solicitation for bank stabilization work. The U.S. Army Corps of Engineers - Omaha District is seeking bids for the Old Fort Thompson Bank Stabilization project located in Buffalo County, South Dakota. The work involves cutting, grading, and compacting approximately 700 linear feet of bank along Lake Big Bend to allow for placement of geotextile fabric and riprap stone. The contractor must complete all work, including materials transport, in compliance with federal, state, and local regulations by March 17, 2023. The solicitation will close on August 16, 2022 and is restricted to small businesses with a size standard of $39.5 million. A pre-bid site visit is scheduled for July 21, 2022. Interested parties can find the solicitation on SAM.gov using the number W9128F22B0007 and download attachments from the left side. The primary NAICS code is 237990.

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Other files

File	Type	Posted
Bid Abstract - W9128F22B0007 - Signed 16 Aug 2022.pdf	PDF	Aug 17, 2022
Specifications - W9128F22B0007 - Old Fort Thompson Slump Repair 2022 .pdf	PDF	Jul 15, 2022
Solicitation - W9128F22B0007 - Old Fort Thompson Bank Stabilization.pdf	PDF	Jul 15, 2022

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GENERAL

SHEET ID NO. DESCRIPTION

INDEX

FILE NAME

BBA0-G-001.dgn G-001 COVER & INDEX

STOCKPILE LOCATION

BBA0-GI102.dgn GI102 VICINITY LOCATION MAP - PROJECT OFFICES, OLD FORT THOMPSON PROJECT &

CIVIL

BBA0-GI101.dgn GI101 PROJECT LOCATIONS - PROJECT OFFICES, OLD FORT THOMPSON

BBA0-CH301.dgn CH301 RIPRAP PROJECT LOCATION & SLUMP AREA SECTION VIEWS, OLD FORT THOMPSON

OLD FORT THOMPSON - BUFFALO COUNTY, SD

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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Omaha District

Omaha District of Engineers

US Army Corps

P. SCHROEDERDESIGNED BY:

BIG BEND PROJECT:

G. KEYSERDRAWN BY:

DATE:

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

DATE

BIG BEND PROJECT:

CHECKED BY: DATE

BIG BEND PROJECT:

BIG BEND PROJECT OFFICE, SD

OLD FORT THOMPSON SLUMP REPAIR 2022

BBA0

ADVERTISEMENT SET JUNE 2022

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Plotted 22 Jun 2022

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Plotted 22 Jun 2022

OLD FORT THOMPSON

PROJECT LOCATION

SCALE IN MILES

20 200 40 60 80 100

RAPID CITY

CHAMBERLAIN

SOUTH DAKOTA

PIERRE

RELIANCE

BIG BEND PROJECT OFFICES

FORT THOMPSON &

SCALE IN MILES

2 0 2 4 6 8

L A K E S H A R P E

GOOD SOLDIER CR.

PUBLIC USE AREA

MARINE STORAGE

BUILDING

WATER

TREATMENT

BUILDING

POWERHOUSE

OVERLOOK AREA14

622,000 N

624,000 N

626,000 N

628,000 N

630,000 N

632,000 N

LANDING

STRIP

AIRSTRIP ROAD

CATHOLIC

CEMETERY

WATER TREATMENT BLDG.

NORTH SHORE AREA

FLOW

U.S. GOV'T BOUNDARY

ACCESS

ROAD

WATER SUPPLY

BUILDING

SPILLWAY

SPILLWAY ACCESS

ROAD

CREST TO TOE ROAD

CREST ROAD AND

HWY. 47

BOAT BASIN

TOE ROAD

POWERHOUSE ACCESS ROAD

45°

TAILWATERS

ACCESS ROAD

SANITARY DUMP

STATION

EPISCOPAL

CEMETERY

SPILLW

DISC

HARG

E C

HANNEL

REST ROOMS

OLD FORT THOMPSON AREA

U.S. GOV'T BOUNDARY

H H2

J .L in e

ACCESS ROAD

INDIAN SERVICE

ROAD

L A K E F R A N C I S C A S E

SCALE

500' 0 500'

230 KV POWERLINES

SUBJECT 05BR

CONTRACT LOCATION

POWERHOUSE

PROJECT

OFFICE

AND STOCKPILE MATERIAL

EXACT AREA TO UNLOAD EQUIPMENT

WITH PROJECT PERSONNEL THE

CONTRACTOR TO COORDINATE

CONTRACTOR NOTE:

VICINITY MAP

MAINTENANCE FACILITIES

ADMINISTRATION &

OLD FORT THOMPSON

PROJECT LOCATION

FORT THOMPSON

OLD

DAM

BIG BEND

SCALE IN FEET

200 0 200 400 600 800

OLD FORT THOMPSON MATERIAL STOCKPILE LOCATION SATELLITE IMAGE

LOCATION

MATERIAL STOCKPILE

OLD FORT THOMPSON

PROJECT OFFICE

MATERIAL STOCKPILE LOCATION

OLD FORT THOMPSON PROJECT

BUILDING

ADMINISTRATION

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OLD FORT THOMPSON PROJECT AREA SATELLITE IMAGE

1358.0

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F T

1350.00 FT. ELEV

TOP OF TOE AT

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1362.0

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0 5 10 15 20 25 30 35

1369.0

1368.0

GEOTEXTILE

3 FT THICK (MINIMUM)

CLASS C RIPRAP

2.6842

1.0000

1353.0

1352.0

1351.0

1350.0

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40 45 50 55 60

1375.0 FT ELEV.

1372.0

1371.0

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1370.0

DO NOT SCALE

TYPICAL CROSS SECTION (NAD 83 & NAVD 88 DATUM)

DESIRED RIPRAP PROFILE

OLD FORT THOMPSON SLUMP REPAIR AREA

700 LINEAL FT

PROTECTION AREA

3 FT WIDE X 3 FT DEEP TOE TRENCH

EXCAVATE

GEOTEXTILE

F T

AT 1372.0

TOP OF RIPRAP

1342.0

1344.0

1343.0

1350 M.S.L.

(TYP. JANUARY)

WATER SURFACE

F T

FILL FROM CONTRACTOR

F T

AT 1347.00 FT. ELEV

BOTTOM OF TOE

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R:\ODBB_PUB\CONTRACTS\Contract development\Bank Stabilizations FY22\2. Solicitation Documents\Advertisement set drawings\BBA0 Old Fort Adv set dwgs\BBA0-CH301.dgnPlotted 22 Jun 2022

REDUCE POTENTIAL FOR EROSION FOLLOWING CONSTRUCTION.

7. THE DISTURBED AREA FROM THE EDGE OF THE ROAD TO THE TOP OF THE BANK SHALL BE REGRADED AND RESEEDED TO

6. RIPRAP SHALL NOT BE DROPPED ONTO THE GEOTEXTILE TO AVOID TEARING, PUNCTURING, OR SHIFTING OF THE FABRIC.

AREA AS DIRECTED BY THE COR.

SLOPE, WITH LARGER ROCKS PLACED IN THE TOE TRENCH. RIPRAP SHALL BE TIED BACK TO THE EDGES OF THE STABILIZED

AND SUPPLIED RIPRAP SHALL BE MIXED AND PLACED EVENLY ACROSS THEPROJECT AREA, MAINTAINING THE UNDERLYING

FOR THE PROJECT. RIPRAP OBTAINED FROM THE STOCKPILE AT BIG BEND, EXISTING RIPRAP ON THE BANK, THAT SHALL BE RECLAIMED AND REINSTALLED. THE CONTRACTOR SHALL SUPPLY THE REMAINDER OF RIPRAP NECESSARY

1,745 TONS OF RIPRAP ON THE PROJECT SITE SHOWN ON DRAWING SHEET GI102. THERE IS EXISTING RIPRAP ON THE BANK

5. RIPRAP FOR THIS PROJECT WILL BE OBTAINED FROM THREE SOURCES. THERE IS AN EXISTING STOCKPILE OF APPROXIMATELY

THE RESULTING SLOPE IS NO STEEPER THAN THE EXISTING SLOPE. THE SLOPE SHALL BE OVERLAIN WITH GEOTEXTILE.

4. RANDOM FILL, SUPPLIED BY THE CONTACTOR, SHALL BE PLACED AND COMPACTED TO 85% OF MAXIMUM DENSITY SUCH THAT

3. SITE CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING SLOUGH AND EROSION.

2. WORK MUST BE COMPLETED ON FROZEN GROUND AND DURING THE WINTER DRAW DOWN.

1. PROJECT START, END, AND TIE-BACK LOCATIONS SHALL BE VERIFIED BY THE COR IN THE FIELD PRIOR TO CONSTRUCTION.

OLD FORT THOMPSON INSTALLATION NOTES:

ADVERTISEMENT SETBBA0

2. CONTRACTOR TO SUPPLY FILL MATERIAL.

THE TOP OF THE RIPRAP SHALL BE AT THE DESIGN ELEVATION.

AND EROSION.

CONDITIONS ARE SUBJECT TO CHANGE WITH CONTINUING SLOUGH

EXTRAPOLATED TO A LARGER AREA.

1. CROSS-SECTION AND PROFILES ARE BASED ON SURVEY DATA

OLD FORT THOMPSON SECTION VIEW NOTES:

DISTURBING SUCH RESOURCES.

SECURE THE AREA AND PREVENT EMPLOYEES OR OTHER PERSONS FROM TRESSPASSING ON, REMOVING, OR OTHERWISE

CEASE ALL ACTIVITIES THAT MAY RESULT IN IMPACT TO OR THE DESTRUCTION OF THESE RESOURCES.

AND A DETERMINATION MADE AS TO THEIR SIGNIFICANCE AND WHAT, IF ANY, SPECIAL DISPOSITION OF THE FINDS SHOULD BE MADE.

UPON SUCH DISCOVERY, OR FIND, IMMEDIATELY NOTIFY THE CO SO THAT THE APPROPRIATE AUTHORITIES MAY BE NOTIFIED, CONSTRUCTED FEATURES; AND ANY INDICATION OF AGRICULTURAL OR OTHER HUMAN ACTIVITIES.

ARTIFACTS; SHELL, MIDDEN, BONE, CHARCOAL, OR OTHER DEPOSITS; ROCK OR CORAL ALIGNMENTS, PAVING, WALL, OR OTHER

RESOURCES COVERED BY THIS PARAGRAPH INCLUDE BUT ARE NOT LIMITED TO: ANY HUMAN SKELETAL REMAINS OR BURIALS;

SUCH RESOURCES WILL BE TEMPORARILY SUSPENDED.

ARCHEOLOGICAL, AND CULTURAL RESOURCES ARE DISCOVERED OR FOUND, ALL ACTIVITIES THAT MAY DAMAGE OR ALTER

IF DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES ANY PREVIOUSLY UNIDENTIFIED OR UNANTICIPATED HISTORICAL, OLD FORT THOMPSON CULTURAL RESOURCE INSTALLATION NOTES:

AND SHALL BE OF NO COST TO THE CONTRACTOR.

SHALL BE COORDINATED BY THE U.S. ARMY CORPS OF ENGINEERS

DIRECTED BY THE CONTRACTING OFFICER. THE CULTURAL MONITORS

PERFORMED UNTIL 5 BUSINESS DAYS AFTER NOTICE IS GIVEN OR AS

ACTIVITIES IF NEEDED. NO GROUND DISTURBING ACTIVITY SHALL BE

AND OR CULTURAL MONITOR IS ON-SITE DURING GROUND DISTURBING

GROUND DISTURBING ACTIVITY TO ENSURE THAT AN ARCHEOLOGIST

OFFICER NO LESS THAN 5 BUSINESS DAYS IN ADVANCE OF ANY

1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE CONTRACTING

OLD FORT THOMPSON EXECUTION - EARTHWORK NOTES:

BBA0-G-001

BBA0-GI101

BBA0-GI102

BBA0-CH301

File details come from the government source that posted it. Updated Jul 15, 2022.