S01 Attachment 3 - Drawings - Site 3 - Steele Co_Michaletz-Peterson Easement.pdf

PDF 1 MB Posted Aug 15, 2022

Attached to: Construction - Dike repairs - Wetland Reserve Program Easements, Steele and Freeborn Counties, Minnesota
Solicitation number: 12FPC322B0017
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes construction drawings and specifications for dike repair work on Wetland Reserve Program easements in Steele and Freeborn Counties, Minnesota. The project involves retrofitting nine existing earthen dikes across five properties by installing steel sheet piling barriers and reconstructing the dikes through soil stripping, filling, and reshaping. Disturbed areas will be prepped and seeded. The solicitation requests fixed-price bids for the construction work with a 365-day period of performance. Interested contractors must be registered and certified in SAM to be eligible. Bids are due by August 22nd and require a 20% bid guarantee submitted with SF-24 forms. Performance and payment bonds of 100% are required within 10 days of award using SF-25 and SF-25A forms. The work is a total small business set-aside with a NAICS code of 237990 and $39.5M size standard. A pre-bid site visit is scheduled for August 22nd at the first listed property location.

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Other files

File	Type	Posted
S01 Amd 01 Site Visit Sign in Sheet.jpg	JPG image	Aug 25, 2022
S01 Amd 01 12FPC322B0017.pdf	PDF	Aug 25, 2022
S01 Attachment 4 - Wage Determination - MN20220054.pdf	PDF	Aug 15, 2022
S01 12FPC322B0017.pdf	PDF	Aug 15, 2022
S01 Attachment 2 - Specifications - Steele and Freeborn Dike Repairs.pdf	PDF	Aug 15, 2022
S01 Attachment 3 - Drawings - Site 5 - Freeborn Co_Butler Easement.pdf	PDF	Aug 15, 2022
S01 Attachment 3 - Drawings - Site 1 - Steele Co_9900GYP_Foster Easement.pdf	PDF	Aug 15, 2022
S01 Attachment 3 - Drawings - Site 4 - Steele Co_PFiel Easement.pdf	PDF	Aug 15, 2022
S01 Attachment 3 - Drawings - Site 2 - Steele Co_Ringneck_Farms Easement.pdf	PDF	Aug 15, 2022
S01 Attachment 1 SOW and Project Site Locations .pdf	PDF	Aug 15, 2022

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Na tu ra l R es ou rc es

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Se rv ice

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AutoCAD SHX Text 99-00GYX-Steele_Michealetz.dwg

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AutoCAD SHX Text LOCATION MAP Summit Township Township

AutoCAD SHX Text R. 20 W.20 W. W.

AutoCAD SHX Text T. 105 N.105 N. N.

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LOCATION IN MINNESOTA

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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE

AutoCAD SHX Text Detail Plans for Pete Michaletz/Brian Peterson Maintenance and Repair Steele County, Minnesota County, Minnesota 6663229900GYX-0200G65

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INDEX OF DRAWINGS

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AutoCAD SHX Text Dike 1 Detail

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AutoCAD SHX Text Sec. 14, Summit Twp., Steele Co., Minnesota14, Summit Twp., Steele Co., Minnesota, Summit Twp., Steele Co., MinnesotaSummit Twp., Steele Co., Minnesota Twp., Steele Co., MinnesotaSteele Co., Minnesota Co., Minnesota

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TEMPORARY BENCH MARKS

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NO.

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ELEV.

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DESCRIPTION

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BENCH MARKS WILL BE SET PRIOR TO CONSTRUCTION

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COORDINATE SYSTEM: NAD83 (CONUS), UTM 15N, GEOID 12B. UNITS: US SURVEY FT.

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COVER SHEET MAINTENANCE AND REPAIR PROJECT PROJECT PETE MICHALETZ/BRIAN PETERSON

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SECTION

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DRIVE/TRAIL

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APPROX. PROPERTY LINE

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CONTOUR

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CONTOUR, INDEX

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COMMON EXCAVATION

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BENCH MARK, TEMPORARY

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SOIL BORING

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EARTHFILL, CLASS C COMPACTION

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TBM

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EDGE OF FIELD

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EDGE OF TREES

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ROCK RIPRAP

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%%ULEGEND

AutoCAD SHX Text Minnesota specifications for conservation practices apply for all materials and construction work. these specifications are part of this plan. Changes in the drawings or specifications must be authorized by the owner and the NRCS representative with the proper approval authority. The owner is responsible for obtaining land rights and local, state, and federal permits or other permission necessary to perform and maintain the practice. State law and NRCS policy require that the excavator contact Gopher State One Call at least 48 hours prior to the start of excavation work. GSOC Number _______________________________

AutoCAD SHX Text This installation meets NRCS standards and specifications. __Yes __No Inspected by:__________________ Certified by:__________________ Date:_______________________

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CONSTRUCTION CERTIFICATIONCONSTRUCTION CERTIFICATION

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FLOW DIRECTION

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AutoCAD SHX Text I have reviewed and understand the construction plans and specifications and agree to as described. ___________________ ______________ COOPERATORS SIGNATURE DATE

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MICHALETZ

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PETERSON

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PLAN VIEW

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PLANVIEW MAINTENANCE AND REPAIR PROJECT PROJECT PETE MICHALETZ/BRIAN PETERSON

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MICHALETZ

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PETERSON

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DIKE 1

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DIKE 2

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DIKE 3

CONSTRUCTION NOTES: 1. DIKE--STRIP AND STOCKPILE VEGETATION FROM TOP OF DIKE DIKE--STRIP AND STOCKPILE VEGETATION FROM TOP OF DIKE TO RE-SPREAD ON TOP OF DIKE AFTER FILL IS PLACED. . 2. EXCAVATE DIKE TO ELEVATION SHOWN IN DETAIL DRAWING AND EXCAVATE DIKE TO ELEVATION SHOWN IN DETAIL DRAWING AND PLACE FILL TO ELEVATION AS SHOWN IN DETAIL DRAWINGS. 3. PLACE LIGHT WEIGHT SHEET PILE RODENT BARRIER IN LOCATION PLACE LIGHT WEIGHT SHEET PILE RODENT BARRIER IN LOCATION SHOW. SHEET PILE SHALL BE PLACED AS PER THE ATTACHED MN CONSTRUCTION SPEC 252 ra l R es ou rc es

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DATE

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TITLE

AutoCAD SHX Text DIKE 1 DETAIL MAINTENANCE AND REPAIR PROJECT PROJECT PETE MICHALETZ/BRIAN PETERSON

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EARTHFILL

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CUT

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STEEL SHEET PILE

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EXISTING GROUND

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TOP OF SHEET PILE DEPTH FROM TOP 3.5' EL = 1190.2'

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EXCAVATION LIMIT EL = 1190.2'

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EXISTING GROUND

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EXCAVATION LIMIT EL = 1191.7'

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TOP OF SHEET PILE DEPTH FROM TOP 3.5 1190.2 1232.0'

TOP OF CONSTRUCTED FILL EL = 1191.7

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AutoCAD SHX Text DIKE 2 DETAIL MAINTENANCE AND REPAIR PROJECT PROJECT PETE MICHALETZ/BRIAN PETERSON

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EARTHFILL

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CUT

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STEEL SHEET PILE

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EXISTING GROUND

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TOP OF SHEET PILE DEPTH FROM TOP 3.5' EL = 1188.5'

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EXCAVATION LIMIT EL = 1188.5''

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EXISTING GROUND

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EXCAVATION LIMIT EL = 1188.5'

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TOP OF SHEET PILE DEPTH FROM TOP 3.5' 1189.0'

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TOP OF CONSTRUCTED FILL EL =1190.0'

TOP OF CONSTRUCTED FILL EL = 1190.0'

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AutoCAD SHX Text DIKE 3 DETAIL MAINTENANCE AND REPAIR PROJECT PROJECT PETE MICHALETZ/BRIAN PETERSON

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EARTHFILL

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CUT

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STEEL SHEET PILE

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EXISTING GROUND

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TOP OF SHEET PILE DEPTH FROM TOP 4.0'' EL = 1188.5'

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EXCAVATION LIMIT EL = 1188.5''

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EXISTING GROUND

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EXCAVATION LIMIT EL = 1188.5'

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TOP OF SHEET PILE DEPTH FROM TOP 3.5' 1189.0'

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TOP OF CONSTRUCTED FILL EL =1190.0'

TOP OF CONSTRUCTED FILL EL = 1190.0'

Sheets and Views

99-00GYX-Steele_Michealetz-COVER SHEET

99-00GYX-Steele_Michealetz-PLANVIEW

99-00GYX-Steele_Michealetz-DIKE 1 DETAIL

99-00GYX-Steele_Michealetz-DIKE 2 DETAIL

99-00GYX-Steele_Michealetz-DIKE 3 DETAIL

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