Drawings-Specs.pdf

PDF 3 MB Posted

Attached to
EO Federal contract opportunity
Solicitation number
140FGA26R0024
Issued by
Department of the Interior Fish and Wildlife Service

About this file

This is a design and engineering document for a federal construction project at Sherburne National Wildlife Refuge in Minnesota. The project, identified as 3R-MN-734-177, involves the rehabilitation of the Auto Tour South Loop road at the refuge. The project is managed by the U.S. Fish and Wildlife Service, Department of the Interior, Midwest Region 3, Division of Engineering, located in Bloomington, Minnesota.

The site plan and construction details indicate that the work encompasses proposed aggregate roadway improvements along Prairie's Edge Wildlife Drive on the South Loop, including full-width roadway reconstruction, shoulder grading, and aggregate surfacing. The project includes multiple existing gravel pulloffs and parking areas that will be addressed, with specific notes referencing detailed specifications for aggregate roadway installation, mulch placement, shoulder grading details, and seed/fertilizer applications along the proposed aggregate edges. The document provides a location map showing the refuge's position near Princeton and Zimmerman, Minnesota, in Sherburne County, along with detailed site plans, cross-sections, and construction notes outlining contractor requirements for placement of materials, spacing of control points, and adherence to specifications for surface preparation and finished roadway conditions.

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File Type Posted
Sol_140FGA26R0024_Amd_0002.pdf PDF
Pre-Bid_Site_Visit_Sign_In_0002.pdf PDF
Division-Subdivision_Price_Breakdown_Template_0002.pdf PDF
Bidder_Instructions_-_Pricing_Clarification_0002.pdf PDF
Questions_and_Answers_Amendment_2_0002.pdf PDF
Sol_140FGA26R0024_Amd_0001.pdf PDF
Sol_140FGA26R0024.pdf PDF
Price_Schedule.pdf PDF
SOW.pdf PDF
DOL_Wage_Determination.pdf PDF
Notice_to_Offerors.pdf PDF
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Text version

MINNESOTA

SHERBURNE

NATIONAL WILDLIFE REFUGE

AUTO TOUR REHABILITATION - SOUTH LOOP

U.S.

FISH & WILDLIFE

SERVICE

D E

PARTMENT OF THE INTER

IO

R

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

MIDWEST, REGION 3

DIVISION OF ENGINEERING

5600 AMERICAN BUILIVARD WEST

BLOOMINGTON, MINNESOTA 55437

PROJECT NUMBER:

3R-MN-734-177

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CROW WING

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WADENA

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CASS

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ITASCA

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KITTSON

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ROSEAU

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LAKE OF THE WOODS

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KOOCKHICHING

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ST. LOUIS

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LAKE

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COOK

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BELTRAMI

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MARSHALL

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PENNINGTON

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RED LAKE

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POLK

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NORMAN

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CLAY

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BECKER

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HUBBARDNAME

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OTTER TAIL

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WILKIN

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GRANT

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DOUGLAS

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TODD

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MORRISON

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AITKIN

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CARLTON

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PINE

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MILLE LACS

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STEVENS

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POPE

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STEARNS

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SWIFT

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MEEKER

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WRIGHT

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ANOKA

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CHIPPEWA

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LAC QUI PARLE

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YELLOW MEDICINE

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RENVILLE

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CARVER

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SCOTT

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DAKOTA

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GOODHUE

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RICE

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SIBLEY

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REDWOOD

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LYON

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MURRAY

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COTTONWOOD

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BROWN

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NICOLLET

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BLUEEARTH

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DODGE

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OLMSTED

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WINONA

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WABASHA

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HOUSTON

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FILLMORE

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MOWER

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FREEBORN

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FARIBAULT

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MARTIN

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JACKSON

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NOBLES

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ROCK

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PIPESTONE

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BENTON

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KANABEC

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ISANTI

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SHERBURNE

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KANDIYOHI

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LINCOLN

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TRAVERSE

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BIG STONE

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LE SUEUR

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WASECA

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STEELE

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WATONMAN

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CHISAGO

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WASHINGTON

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RAMSEY

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HENNEPIN

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MAHNOMEN

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CLEARWATER

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SHERBURNE COUNTY

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VICINITY OR COUNTY MAP

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LOCATION MAP

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AutoCAD SHX Text COVER SHEET, VICINITY/LOCATION MAPS AND DRAWING INDEX SITE PLAN, DETAILS, SECTIONS, AND NOTES

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DRAWING INDEX

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SHT NO.

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DESCRIPTION

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CADD NAME

AutoCAD SHX Text GENERAL DRAWING NOTE: THE U.S. FISH AND WILDLIFE SERVICE, REGION 3 CADD DRAWINGS ARE DRAWN ON A 22" X 34" STANDARD "D" SIZE SHEET (FULL SIZE) 100%, WHEN PLOTTING DRAWINGS AT DIFFERENT PERCENTAGES BAR SCALES ON DRAWINGS SHALL BE USED FOR MEASURING.

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DRAWING STATUS:

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SHERBURNE NATIONAL WILDLIFE REFUGE

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SHERBURNE COUNTY

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MINNESOTA

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AUTO TOUR REHABILITATION - SOUTH LOOP

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COVER SHEET, COUNTY/LOCATION MAPS, AND DRAWING INDEX

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3R-MN-734-177

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MAS

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MAS

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FINAL

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PROJECT SITE

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:

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DRAWING STATUS:

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SHERBURNE NATIONAL WILDLIFE REFUGE

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SHERBURNE COUNTY

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MINNESOTA

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AUTO TOUR REHABILITATION - SOUTH LOOP

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SITE PLAN AND NOTES

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3R-MN-734-177

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MAS

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MAS

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FINAL

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1. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SUBGRADES DESIGNATED TO CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SUBGRADES DESIGNATED TO REMAIN. ANY SUBGRADES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND TO ALSO UTILIZE THE GOPHER STATE ONE CALL SYSTEM. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. SETTING OF THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. SETTING OF CONTROL POINTS OR MAKING ADJUSTMENTS TO CONTROL POINTS IN ORDER TO STAKE THE IMPROVEMENTS AS NEEDED. 4. ALL AREAS DISTURBED SHALL BE RESTORED WITH PERMANENT ALL AREAS DISTURBED SHALL BE RESTORED WITH PERMANENT VEGETATION UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO PROVIDE EQUIPMENT OF SUFFICIENT SIZE & WEIGHT TO NOT DAMAGE CONTRACTOR TO PROVIDE EQUIPMENT OF SUFFICIENT SIZE & WEIGHT TO NOT DAMAGE EXISTING INFRASTRUCTURE. ROADWAY/SITE DAMAGE CAUSED BY CONTRACTOR OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. 6. USE/LOCATION OF ADDITIONAL APPROVED EXCAVATION (AAE) SHALL BE RECOMMENDED USE/LOCATION OF ADDITIONAL APPROVED EXCAVATION (AAE) SHALL BE RECOMMENDED BY CONTRACTOR'S INDEPENDENT 3RD PARTY TESTING AGENCY IN WRITING WITH RACTOR'S INDEPENDENT 3RD PARTY TESTING AGENCY IN WRITING WITH VERIFICATION OF RECOMMENDATION TO BE PROVIDED BY GOVERNMENT ONCE WRITTEN RECOMMENDATION IS RECEIVED. GOVERNMENT WRITTEN VERIFICATION REQUIRED PRIOR TO EXCAVATION. 7. ALL PRODUCTS INSTALLED ON THIS SITE SHALL BE ASBESTOS FREE. CONTRACTOR ALL PRODUCTS INSTALLED ON THIS SITE SHALL BE ASBESTOS FREE. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL, PURCHASE OF NEW PRODUCTS, AND INSTALLATION OF NEW PRODUCT. 8. USFWS REQUIRES PREVENTING OR LIMITING THE INTRODUCTION, ESTABLISHMENT AND USFWS REQUIRES PREVENTING OR LIMITING THE INTRODUCTION, ESTABLISHMENT AND SPREAD OF INVASIVE SPECIES DURING ACTIVITIES ON USFWS ADMINISTERED LANDS. THE CONTRACTOR SHALL PREVENT INVASIVE SPECIES FROM ENTERING INTO OR SPREADING WITHIN A PROJECT SITE BY CLEANING EQUIPMENT AND CLOTHING PRIOR TO ARRIVING AT THE PROJECT SITE. IF EQUIPMENT OR CLOTHING ARRIVES AT THE PROJECT SITE WITH SOIL, AGGREGATE MATERIAL, MULCH, VEGETATION (INCLUDING SEEDS) OR ANIMALS, IT SHALL BE CLEANED BY CONTRACTOR FURNISHED TOOL OR EQUIPMENT (BRUSH/BROOM, COMPRESSED AIR, OR PRESSURE WASHER) AT THE STAGING AREA. THE CONTRACTOR SHALL DISPOSE OF MATERIAL CLEANED FROM THE EQUIPMENT AND CLOTHING OFFSITE. SECURE MATERIAL PRIOR TO TRANSPORT (SEALED CONTAINER, COVERED TRUCK, OR WRAP WITH TARP) AND LEGALLY DISPOSE OF OFFSITE. 9. CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 AGGREGATE (IN ACCORDANCE WITH DETAIL/SECTION A- PROPOSED AGGREGATE ROADWAY, FULL WIDTH) ALONG THE ENTIRE PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP. LENGTH OF PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP IS APPROXIMATELY . LENGTH OF PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP IS APPROXIMATELY PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP IS APPROXIMATELY IS APPROXIMATELY 10,785 FEET IN LENGTH AND VARIES IN WIDTH BETWEEN FOURTEEN (14) FEET AND SIXTEEN (16) FEET. PERFORM SHOULDER GRADING IN ACCORDANCE WITH DETAIL C-PROPOSED SHOULDER GRADING. THE WIDTH OF ROADWAY AT THE CONCLUSION OF THE AGGREGATE PLACEMENT OPERATIONS SHALL BE THE SAME WIDTH AS THE EXISTING AGGREGATE ROADWAY (VARIES BETWEEN 14 FEET TO 16 FEET.) 10. CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 AGGREGATE (IN ACCORDANCE DETAIL/INSERT B) ALONG THE ENTIRE SURFACE AREA OF THE EXISTING GRAVEL PARKING LOT (RTE. 924). AREA OF EXISTING GRAVEL PARKING EXISTING GRAVEL PARKING LOT (RTE. 924). AREA OF EXISTING GRAVEL PARKING . AREA OF EXISTING GRAVEL PARKING EXISTING GRAVEL PARKING LOT (RTE. 924) IS APPROXIMATELY FOUR HUNDRED TEN (410) SQUARE YARDS. IS APPROXIMATELY FOUR HUNDRED TEN (410) SQUARE YARDS. PERFORM SHOULDER GRADING IN ACCORDANCE WITH DETAIL C-PROPOSED SHOULDER GRADING. 11. CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 AGGREGATE (IN ACCORDANCE WITH DETAIL/INSERT B) ALONG THE ENTIRE SURFACE AREA OF THE EXISTING GRAVEL PULLOFF NO. 1. AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 1. AREA OF EXISTING GRAVEL PULLOFF . AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 1 IS APPROXIMATELY NINETY (90) SQUARE YARDS. PERFORM SHOULDER GRADING IS APPROXIMATELY NINETY (90) SQUARE YARDS. PERFORM SHOULDER GRADING IN ACCORDANCE WITH DETAIL C-PROPOSED SHOULDER GRADING. 12. CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 AGGREGATE (IN ACCORDANCE WITH DETAIL/INSERT B) ALONG THE ENTIRE SURFACE AREA OF THE EXISTING GRAVEL PULLOFF NO. 2. AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 2. AREA OF EXISTING GRAVEL PULLOFF . AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 2 IS APPROXIMATELY NINETY-FIVE (95) SQUARE YARDS. PERFORM SHOULDER IS APPROXIMATELY NINETY-FIVE (95) SQUARE YARDS. PERFORM SHOULDER GRADING IN ACCORDANCE WITH DETAIL C-PROPOSED SHOULDER GRADING. 13. CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 CONTRACTOR SHALL PLACE SIX (6) INCHES OF COMPACTED MNDOT CLASS 2 AGGREGATE (IN ACCORDANCE WITH DETAIL/INSERT B) ALONG THE ENTIRE SURFACE AREA OF THE EXISTING GRAVEL PULLOFF NO. 3. AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 3. AREA OF EXISTING GRAVEL PULLOFF . AREA OF EXISTING GRAVEL PULLOFF EXISTING GRAVEL PULLOFF NO. 3 IS APPROXIMATELY ONE HUNDRED FORTY (140) SQUARE YARDS. PERFORM IS APPROXIMATELY ONE HUNDRED FORTY (140) SQUARE YARDS. PERFORM SHOULDER GRADING IN ACCORDANCE WITH DETAIL C-PROPOSED SHOULDER GRADING. 14. CONTRACTOR SHALL REMOVE THE EXISTING GRAVEL SURFACE (DOWN TO A DEPTH OF CONTRACTOR SHALL REMOVE THE EXISTING GRAVEL SURFACE (DOWN TO A DEPTH OF SIX (6) INCHES BELOW SURFACE GRADE), DEMOLISH THE WOOD DECK & DECK FOUNDATIONS, AND REESTABLISH PERMANENT VEGETATION FOR ALL AREAS DISTURBED FOR THE EXISTING PULLOFF NO. 4 & WOODEN DECK. EXISTING GRAVEL SURFACE EXISTING PULLOFF NO. 4 & WOODEN DECK. EXISTING GRAVEL SURFACE . EXISTING GRAVEL SURFACE REMOVAL NOTED ABOVE SHALL INCLUDE THE GRAVEL VEHICLE PULLOFF AS WELL AS THE GRAVEL WALKWAY TO THE DECK (APPROXIMATE AREA IS ONE HUNDRED THIRTY (130) SQUARE YARDS.) WOODEN DECK AND DECK FOUNDATION SHALL BE REMOVED IN IT'S ENTIRETY TO A DEPTH OF ONE (1) FOOT BELOW GRADE (APPROXIMATE AREA OF DECK IS TWO HUNDRED NINETY (290) SQUARE FEET.) DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR. 15. TRANSITION FROM EXISTING GRAVEL ROADWAY GRADE TO TOP OF PROPOSED GRADE OF TRANSITION FROM EXISTING GRAVEL ROADWAY GRADE TO TOP OF PROPOSED GRADE OF THE NEWLY PLACED AGGREGATE SURFACE IN A DISTANCE OF FIFTY (50) FEET. 16. EXISTING SCOPES (AND MOUNTING HARDWARE) AND INTERPRETIVE SIGNAGE (AND EXISTING SCOPES (AND MOUNTING HARDWARE) AND INTERPRETIVE SIGNAGE (AND SIGNAGE SUPPORTS) LOCATED ON WOODEN DECKS TO BE DEMOLISHED, SHALL BE SALVAGED BY THE CONTRACTOR AND DELIVERED TO A LOCATION ON THE REFUGE AS SPECIFIED BY THE STATION MANAGER.

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GENERAL CONSTRUCTION NOTES

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START OF PROPOSED AGGREGATE ROADWAY, SEE DETAIL/SECTION A AND NOTE 9 & 15

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SITE PLAN

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NOT TO SCALE

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EXISTING GRAVEL ROAD, PRAIRIE'S EDGE WILDLIFE DRIVE (RTE. 011) - SOUTH LOOP

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EXISTING GRAVEL PULLOFF NO. 4 & WOODEN DECK, SEE NOTE 14 & 16

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EXISTING GRAVEL PARKING LOT (RTE 924), SEE NOTE 10

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EXISTING GRAVEL PULLOFF NO. 1, SEE NOTE 11

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EXISTING GRAVEL PULLOFF NO. 2, SEE NOTE 12

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EXISTING GRAVEL PULLOFF NO. 3, SEE NOTE 13

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END OF PROPOSED AGGREGATE ROADWAY, SEE DETAIL/SECTION A AND NOTE 9 & 15

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PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP

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14'-16' (TYP.)

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C ROADWAY

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THRU LANE

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EXISTING GROUNDLINE

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PROPOSED AGGRAGATE ROADWAY, FULL WIDTH

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NO SCALE

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PROPSOED SHOULDER GRADING

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PROPOSED SHOULDER GRADING

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EXISTING GRAVEL ROADWAY

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AutoCAD SHX Text PROPOSED 6" MNDOT CLASS 2 AGGREGATE, COMPACTED PREPARED GRAVEL SURFACE EXISTING GRAVEL ROADWAY SECTION

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PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP

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INSERT B

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PRAIRIE'S EDGE WILDLIFE DRIVE - SOUTH LOOP

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PROPOSED SHOULDER GRADING DETAIL

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EXISTING GRAVEL ROADWAY SECTION

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EXISTING GROUNDLINE

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TOP OF PROPOSED AGGREGATE ROADWAY, PULL OFF, AND/OR PARKING LOT

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PROPOSED MULCH

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EXISTING GRAVEL ROAD, PRAIRIE'S EDGE WILDLIFE DRIVE (RTE. 011) - NORTH LOOP EXIT

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SEE NOTE 15

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SEE NOTE 15

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File details come from the government source that posted it. Updated .