Attachment_-_Drawings.pdf

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ROCK

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LITTLE

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ARKANSAS

AutoCAD SHX Text Agate Fossil Beds NM

AutoCAD SHX Text Apostle Islands NL

AutoCAD SHX Text Arkansas Post NMEN

AutoCAD SHX Text Badlands NP

AutoCAD SHX Text Brown v. Board of Education NHS

AutoCAD SHX Text Buffalo NR

AutoCAD SHX Text Cuyahoga Valley NRA

AutoCAD SHX Text Dayton Aviation Heritage NHP

AutoCAD SHX Text Effigy Mounds NM

AutoCAD SHX Text Fort Larned NHS

AutoCAD SHX Text Fort Scott NHS

AutoCAD SHX Text Fort Smith NHS

AutoCAD SHX Text Fort Union Nat. Trading Post NHS

AutoCAD SHX Text George Rogers Clark NHP

AutoCAD SHX Text George Washington Carver NM

AutoCAD SHX Text Grand Portage NM

AutoCAD SHX Text Harry S Truman NHS

AutoCAD SHX Text Herbert Hoover NHS

AutoCAD SHX Text Homestead NM of America

AutoCAD SHX Text Hopewell Culture NHP

AutoCAD SHX Text Hot Springs NP

AutoCAD SHX Text Indiana Dunes NL

AutoCAD SHX Text Isle Royale NP

AutoCAD SHX Text James A Garfield NHS

AutoCAD SHX Text Jefferson NEM

AutoCAD SHX Text Jewel Cave NM

AutoCAD SHX Text Keweenaw NHP

AutoCAD SHX Text Knife River Indian Villages NHS

AutoCAD SHX Text Lincoln Boyhood NMEM

AutoCAD SHX Text Mississippi NRRA

AutoCAD SHX Text Missouri NRR

AutoCAD SHX Text Mount Rushmore NMEM

AutoCAD SHX Text Niobrara NSR

AutoCAD SHX Text Ozark NSR

AutoCAD SHX Text Pea Ridge NMP

AutoCAD SHX Text Perry's Victory IPM

AutoCAD SHX Text Pictured Rocks NL

AutoCAD SHX Text Pipestone NM

AutoCAD SHX Text Saint Croix NSR

AutoCAD SHX Text Scotts Bluff NM

AutoCAD SHX Text Sleeping Bear Dunes NL

AutoCAD SHX Text Theodore Roosevelt NP

AutoCAD SHX Text Ulysses S Grant NHS

AutoCAD SHX Text Voyageurs NP

AutoCAD SHX Text William Howard Taft NHS

AutoCAD SHX Text Wilson's Creek NB

AutoCAD SHX Text Wind Cave NP

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FORT SMITH

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MEMPHIS

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OKLAHOMA

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MISSISSIPPI

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LOUISANA

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WEST VIRGINIA

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PENNSYLVANIA

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NEBRASKA

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KANSAS

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IOWA

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MISSOURI

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OHIO

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MICHIGAN

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WISCONSIN

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MINNESOTA

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INDIANA

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TOLEDO

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ST. LOUIS

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KANSAS CITY

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DULUTH

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CLEVELAND

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CINCINNATI

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MILWAUKEE

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LINCOLN

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TOPEKA

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JEFFERSON CITY

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INDIANAPOLIS

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COLUMBUS

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LANSING

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MADISON

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ST. PAUL

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DES MOINES

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BISMARCK

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NORTH DAKOTA

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SOUTH DAKOTA

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PIERRE

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ILLINOIS

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SPRINGFIELD

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DAYTON

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DETROIT

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MINNEAPOLIS

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AKRON

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FORT WAYNE

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CHICAGO

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SIOUX FALLS

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ROCHESTER

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GREEN BAY

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OKLAHOMA CITY

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ST. LOUIS

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OKLAHOMA

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TENNESEE

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KENTUCKY

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COLORADO

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WYOMING

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MONTANA

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SASKATCHEWAN

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MANITOBA

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ONTARIO

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ONTARIO

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OMAHA

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CHEYENNE

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SPRINGFIELD

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PEORIA

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DENVER

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ASHLAND

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BRAINERD

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VIRGINIA

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HIBBING

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BAYFIELD

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LITTLE

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MARAIS

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GRAND

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PORTAGE

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LAKE SUPERIOR

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MICHIGAN

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WISCONSIN

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MINNESOTA

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WISCONSIN

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CANADA

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UNITED

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STATES

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MINNESOTA

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ONTARIO

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FORT

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FRANCES

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GRAND

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RAPIDS

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DULUTH

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GRAND

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MARAIS

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VOYAGEURS

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NATIONAL PARK

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INTERNATIONAL

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FALLS

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RAY

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KOOCHICHING COUNTY

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ST. LOUIS COUNTY

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RAINY RIVER DISTRICT ONTARIO

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ST. LOUIS COUNTY MINNESOTA

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CANADA

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UNITED STATES

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KABETOGAMA

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PENINSULA

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RAINY

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LAKE

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KABETOGAMA

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LAKE

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BLACK BAY

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NAMAKAN LAKE

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SAND

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POINT

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LAKE

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ASH

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RIVER

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KABETOGAMA

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LAKE

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RAINY LAKE

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TO

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INTERNATIONAL

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FALLS,

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MINNESOTA

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TO

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ORR,

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MINNESOTA

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GANNON

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CREEK

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RIVER

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ASH

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SUPERIOR

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NATIONAL

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FOREST

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CRANE

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LAKE

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RAT

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ROOT

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RIVER

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KETTLE FALLS

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U.S. CUSTOMS

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CANADA

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UNITED STATES

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TO ORR,

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MINNESOTA

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AND

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WOODENFROG

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CRANE LAKE

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VOYAGEURS NATIONAL PARK

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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INTERIOR REGIONS 3, 4, AND 5

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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COVER

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KABETOGAMA LAKE VISITOR CENTER

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KOOCHICHING

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MINNESOTA

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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KOOCHICHING

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MINNESOTA

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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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AutoCAD SHX Text Prepared in Accordance with Design

AutoCAD SHX Text by Design Development (Title I)

AutoCAD SHX Text Construction Drawing Not Preceded

AutoCAD SHX Text Approved by Superintendent on

AutoCAD SHX Text Variance from Design Development (Title I)

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REVISION

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PMIS - 225133

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REGIONAL MAP PROJECT LOCATION

AutoCAD SHX Text C:\Users\tbentley\Desktop\VOYA Kab\VOYA Kabetogama Ramp COVER.dwg

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MWR

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PROJECT AREA

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VOYAGEURS NATIONAL PARK

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KABETOGAMA LAKE BOAT RAMP REPLACEMENT

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 C00 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS C00 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS 3 C01 CONSTRUCTION LIMITS, STAGING, AND PROTECTION MEASURES C01 CONSTRUCTION LIMITS, STAGING, AND PROTECTION MEASURES CONSTRUCTION LIMITS, STAGING, AND PROTECTION MEASURES 4 C02 SITE PLAN EXISTING CONDITIONS AND REMOVALS C02 SITE PLAN EXISTING CONDITIONS AND REMOVALS SITE PLAN EXISTING CONDITIONS AND REMOVALS 5 C1 SITE PLAN, GRADING PLAN, SITE GEOMETRY AND NOTES C1 SITE PLAN, GRADING PLAN, SITE GEOMETRY AND NOTES SITE PLAN, GRADING PLAN, SITE GEOMETRY AND NOTES 6 C2 RAMP LONGITUDINAL PROFILE AND SECTIONS C2 RAMP LONGITUDINAL PROFILE AND SECTIONS RAMP LONGITUDINAL PROFILE AND SECTIONS 7 C3 JOINT, REINFORCEMENT & FINISHING PLANS C3 JOINT, REINFORCEMENT & FINISHING PLANS JOINT, REINFORCEMENT & FINISHING PLANS 8 C4 DETAILSC4 DETAILSDETAILS

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SHEET INDEX

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VICINITY

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MAP

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PARK

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MAP

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SCALE OF KILOMETERS

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SCALE OF MILES

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SCALE OF MILES

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NORTHERN

MINNESOTA

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, REFERENCED STANDARDS AND SPECIFICATIONS, AND GENERAL CONDITIONS IN THE CONTRACT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF ALL FINAL QUANTITIES AND METHODS IN ORDER TO CONDUCT THE WORK PRIOR TO SUBMITTING THEIR BID.

3. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY CONSTRUCTION DOCUMENT SHEETS AND INFORMATION APPLICABLE TO THEIR AREA OF WORK AS WELL AS WORK

INFLUENCED BY OR INFLUENCES WORK BY OTHER TRADES. .

4. ENSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED

AUTHORIZATION FOR DEMOLITION FROM RESPONSIBLE AGENCIES, CONTRACTING OFFICER AND REPRESENTATIVE, PARK STAFF POINT OF CONTACT, AND FULLY ACKNOWLEDGE

PRIOR TO COMMENCING WORK ON SITE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES.

6. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES OR

GRADES, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

7. ALL PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AT THE CONTRACTORS EXPENSE. PHOTO

DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK CONTRACTING OFFICER REPRESENTATIVE (COR) TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING DAMAGE AS

CONSTRUCTION ACTIVITY CAUSED.

8. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE REQUIREMENTS, AND/OR TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT

DOCUMENTS.

9. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT IMPLY TO COVER ALL MEANS AND METHODS

OF CONSTRUCTION.

10. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP INDUSTRY STANDARDS FOR EACH RESPECTIVE TRADE.

11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.

12. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION AS SOON AS THE DISCREPANCY OR

OMISSION IS FOUND. CONTRACTOR SHALL NOT PROCEED WITH WORK AT THE DISCREPANCY OR OMISSION PRIOR TO RECEIVING DIRECTION FROM THE COR.

13. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE SPECIFICATIONS REQUIREMENT SHALL BE USED.

14. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN FORM. SUBMIT ALL COMMUNICATION

REQUESTS TO COR AND ONLY WRITTEN RESPONSES FROM THE CO OR COR WILL BE CONSIDERED APPROVED/AUTHORIZED.

15. THE GOVERNMENT WILL NOT BE RESPONSIBLE TO PAY FOR ANY UN-APPROVED MATERIALS NOR MATERIALS NOT INCORPORATED INTO THE SCOPE OF THE PROJECT WORK.

16. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS MATERIALS AND EQUIPMENT. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE.

17. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND CONSTRUCTION OF THE PROPOSED WORK.

VEHICLE AND EQUIPMENT REQUIREMENTS, LIMITATIONS, AND TRANSPORTATION TO PROJECT SITE:

1. ALL VEHICLES AND EQUIPMENT ACCESSING VOYAGEURS NATIONAL PARK GROUNDS SHALL BE IN PROPER WORKING ORDER WITH NO VISIBLE SIGN OF FUEL OR FLUID LEAK OR

INAPPROPRIATE DISCHARGE. THE COR AND PARK STAFF RESERVE THE RIGHT TO REFUSE ENTRY OR REQUIRE REMOVAL OF ANY VEHICLE OR EQUIPMENT DEMONSTRATING DISREPAIR OR

MALFUNCTION.

2. ALL VEHICLES AND EQUIPMENT SHALL BE OF A SIZE AND MANEUVERABILITY TO NAVIGATE THE EXISTING PARK ROADS AND PROJECT WORK AREAS WITH MINIMAL OVERRUN INTO

UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO PAVEMENT, STRUCTURES, OR PARK LANDSCAPE SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR BETTER AT

NO ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AMENITIES WITHIN THE IMMEDIATE AREA OF ACTIVE EQUIPMENT USE (PLYWOOD OR SIMILAR) TO AVOID

MARRING OR OTHER IMPACT DAMAGES. THIS INCLUDES BUT IS NOT LIMITED TO TREES, FENCES, PAVEMENTS, DOCKS, STRUCTURES.

4. THE COR RESERVES THE RIGHT TO REQUIRE ADDITIONAL PROTECTION MEASURES BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT IF CONSTRUCTION PRACTICES PROVE TO

PLACE THE PARK AMENITIES AT RISK TO DAMAGE OR CONTRACTOR PROACTIVE PROTECTION EFFORTS PROVE TO BE INSUFFICIENT.

5. THE CONTRACTOR SHALL ADHERE TO PARK DEFINED EXOTIC PLANT BEST MANAGEMENT PRACTICES TO AVOID INTRODUCTION INTO THE KABETOGAMA ECOSYSTEM. THIS INCLUDES CHECK

OF TOOLS, VEHICLES AND EQUIPMENT, STAFF WORK SHOES AND CLOTHING TO AVOID MUD, SEED, OR PLANT MATERIAL FROM OFF SITE. CONSTRUCTION MATERIALS STOCKPILED OFF SITE

AT POINT OF PROCUREMENT (AGGREGATE) SHALL ALSO AVOID INTRODUCTION OF EXOTIC PLANT MATERIAL INTO THE PARK.

6. ALL VEHICLES OR EQUIPMENT THAT WILL BE WITHIN THE WATER SHALL BE INSPECTED FOR ABSENCE OF AQUATIC INVASIVE SPECIES. PROCESS OF DECONTAMINATION SHALL INCLUDE

REMOVAL OF ANY VISUAL AQUATIC PLANTS OR INVASIVE SPECIES FROM EQUIPMENT, REQUIRE EQUIPMENT TO BE DRAINED AND DRY FOR A PERIOD OF 5 CALENDAR DAYS IF PREVIOUSLY

WITHIN WATERBODIES WITHIN OTHER PROJECT SITES. ONCE MOBILIZED TO LAKE KABETOGAMA AND OPERATING EXCLUSIVELY WITHIN LAKE KABETOGAMA, ADDITIONAL INSPECTIONS FOR

AQUATIC OR INVASIVE SPECIES ARE NOT REQUIRED WHILE DEDICATED PRESENCE ON THIS SITE ONLY.

SITE REPRESENTATIVE PHOTO GALLERY:

1. THE FOLLOWING PHOTOGRAPHS, TAKEN AUGUST 2022, DEPICT EXISTING CONTEXT OF THE EXISTING BOAT RAMP FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO

DOCUMENT THE ENTIRETY OF THE PROJECT AREA NOR CHANGES THAT MAY HAVE TAKEN PLACE SINCE THE DATE OF THE PHOTO TAKEN. BIDDING CONTRACTORS REMAIN RESPONSIBLE

FOR FAMILIARIZING THEMSELVES WITH THE SITE TO THE EXTENT THEY DETERMINE IN ORDER TO PREPARE THEIR BID. THE AWARDED CONTRACTOR SHALL REMAIN RESPONSIBLE FOR

TAKING PRE-CONSTRUCTION PHOTOGRAPHS REQUIRED IN THE SPECIFICATIONS WITHIN THESE DOCUMENTS.

TOP OF RAMP VIEWING TOWARDS LAKE VIEW TOWARDS SHORE FROM FIXED DOCK

TRANSITION AREAS FROM ASPHALT TO RAMP AND PEDESTRIAN WALK ENLARGEMENT OF EXPOSED RAMP TURN DOWN CURB

ORIGINAL RAMP DESIGN DETAILS ORIGINAL RAMP DESIGN GRADING PLAN

EXISTING DESIGN CONDITIONAL NOTES:

1. THE ORIGINAL KABETOGAMA BOAT RAMP WAS DESIGNED IN 1985 BY THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES. THE TWO EXCERPTS PROVIDED HERE ARE FOR THE

CONTRACTOR'S CONVENIENCE ONLY AS TO HOW THE EXISTING RAMP HAS BEEN CONSTRUCTED. THE NATIONAL PARK SERVICE ASSUMES NO LIABILITY FOR THE ACCURACY OF THE

ORIGINAL 1985 DESIGN DOCUMENTS OR THAT THE EXISTING KABETOGAMA BOAT RAMP IS CONSTRUCTED TO THE ENTIRETY OF THESE EXCERPTS FROM THE CONSTRUCTION DOCUMENTS.

2. THE CONTRACTOR SHALL RECEIVE THESE 1985 DESIGN EXCERPTS MERELY TO INFORM OF POTENTIAL EXISTING CONDITIONS. ANY ASSUMPTIONS OR EXPECTATIONS FROM VIEWING THESE

DESIGN EXCERPTS SHALL NO RELIEVE THE CONTRACTOR OF FAMILIARIZING THEMSELVES WITH THE SITE AND BIDDING WORK BASED ON THE CONSTRUCTION DOCUMENTS UNDER THIS

SCOPE OF WORK AND CONTRACTOR CONDUCTED FIELD INVESTIGATIONS.

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2/2/2023 4:22:08 PM

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PARK 172 PROJECT 80071

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PMIS NO.

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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REVISION

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GENERAL NOTES REPRESENTATIONAL PHOTOS

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AVOID ANY OBSTRUCTION OF WATERCRAFT GAINING ACCESS TO AND FROM MARINA TO LAKE

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ACTIVE CONSTRUCTION AREA - LIMIT EXTENTS OF WORK WITHIN WATER BODY

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LIMITS OF CONSTRUCTION FENCING

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CONTRACTOR TO PROVIDE (2) 'BOAT RAMP CLOSED FOR CONSTRUCTION' METAL SIGNS

AutoCAD SHX Text CONTRACTOR TO PROVIDE 'NO PARKING' SIGNAGE WITHIN CENTER PARKING STALLS. CENTER OF LOT TO SERVE AS TURN AROUND FOR PUBLIC DURING CONSTRUCTION.

AutoCAD SHX Text TURF AREA ALLOWED FOR BULK MATERIAL STAGING - CONTRACTOR TO RESTORE TURF PRIOR TO DEMOBILIZING

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DO NOT STAGE MATERIALS OR EQUIPMENT ON JETTY TURF

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PUBLIC PARKING SHALL REMAIN AT PERIMETER AND VISITOR CENTER STALLS

AutoCAD SHX Text PRIOR TO COFFER DAMMING AND CONSTRUCTION ACTIVITY, PROVIDE AND INSTALL A WEIGHTED TURBIDITY CURTAIN BARRIER TO CONTAIN SEDIMENT DISCHARGE INTO LAKE

AutoCAD SHX Text ALL DEWATERING ACTIVITIES FROM WITHIN THE WORK AREA SHALL BE PUMPED TO TURF GRASS AREA FOR NATURAL INFILTRATION AND NOT BE DISCHARGED DIRECT INTO THE LAKE. PROVIDE STRAW WATTLE SURROUNDING DISCHARGE AREA FOR FURTHER RUNOFF FILTRATION AND EROSION CONTAINMENT. REMOVE SEDIMENT THAT ACCUMULATES AND RESTORE TURFGRASS UPON COMPLETION OF DEWATERING NEEDS PRIOR TO DEMOBILIZATION.

AutoCAD SHX Text COORDINATE WITH COR ALLOWED LOCATION OF CONCRETE WASHOUT LOCATION. WASHOUT SHALL PROVIDE A FULL CONTAINMENT OF DISCHARGE. WASHOUT MATERIAL SHALL BE TRANSPORTED OFF SITE AND LAWFULLY DISPOSED OF. CONTRACTOR SHALL INCLUDE PROPOSED METHOD OF CONCRETE WASHOUT CONTAINMENT IN PRE-CONSTRUCTION SUBMITTALS WITHIN QUALITY CONTROL OR WASTE MANAGEMENT PLANS

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CONSTRUCTION FENCING PER STAGING PLAN THIS SHEET.

AutoCAD SHX Text EXISTING PARK VAULT TOILET BUILDING WILL BE CLOSED AND LOCKED BY NPS DURING THE CONSTRUCTION PROCESS

AutoCAD SHX Text FINAL LIMITS OF TURBIDITY BARRIER TO BE DETERMINED BY CONTRACTOR TO ENSURE ENTIRETY OF WORK AREA WITHIN LAKE IS CAPTURED TO CONTAIN SEDIMENT STIRRED UP FROM CONSTRUCTION ACTIVITY IS NOT DISCHARGED INTO THE GREATER LAKE BODY. (BARRIER AS SHOWN ASSUMES EXISTING CRIB DOCK TO REMAIN IN PLACE)

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CONSTRUCTION FENCING PER STAGING PLAN THIS SHEET.

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2/16/2023 2:31:24 PM

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PARK 172 PROJECT 80071

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PMIS NO.

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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1. THE CONTRACTOR SHALL BE ALLOWED TO CLOSE OFF AND HAVE FULL ACCESS TO THE LIMITS OF PARKING LOT, CONSTRUCTION DISTURBANCE AND IDENTIFIED MATERIALS AND EQUIPMENT STAGING AREA AS SHOWN ON 2/C01 AND COORDINATED WITH THE COR. THE CONTRACTOR SHALL DEVELOP PROPOSED SCHEDULES FOR WORK TO TAKE PLACE IN RESPECTIVE AREAS AND OBTAIN APPROVALS FROM THE CONTRACTING OFFICER AND/OR COR FOR ANY NEED TO TEMPORARILY UTILIZE AREAS OUTSIDE THE CONSTRUCTION LIMITS AND DEFINED STAGING AREA. 2. THE CONTRACTOR SHALL PROVIDE FENCING TO SUFFICIENTLY CLOSE OFF WORK AREA FROM ADJACENT PORTION OF PARKING LOT AND GREENSPACE. CONSTRUCTION FENCING SHALL CONSIST OF 42" MINIMUM HIGH VISIBILITY ORANGE FENCING MESH. POSTS SHALL BE GRAVITY SET ON PAVEMENT AS WELL AS ON GRADE (NO DIRECT BURY OR GROUND DISTURBANCE ALLOWED). 3. ALL SECURITY AND PROTECTION OF CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT WILL NOT BE LIABLE FOR DAMAGE OR THEFT OF CONTRACTOR'S TOOLS OR EQUIPMENT IF STAGED ON THE GROUNDS OF THE NPS PARKLAND. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLICLY ACCESSED AREAS. PROTECTION SHALL INCLUDE METHODS NECESSARY INCLUDING BUT NOT LIMITED TO FENCING, SIGNAGE, OR DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK. 5. LOCATION OF TEMPORARY SERVICES ALLOWED WITHIN THE IMMEDIATE PROJECT AREA - DUMPSTER OR SATELLITE TOILET, WILL BE IDENTIFIED BY COR WITH THE CONTRACTOR DURING PRE-CONSTRUCTION MEETING. MAINTAINING TEMPORARY SERVICES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 6. STAGING OF MATERIALS ON EXISTING ASPHALT PAVEMENT SHALL PROVIDE SUITABLE LEVEL OF PROTECTION TO PREVENT DAMAGE TO THE PAVEMENT. THIS MAY INCLUDE, AT A MINIMUM, PALLETS OR TIMBERS TO CARRY LOAD OF RIGID MATERIALS (I.E. SHEETPILE) OR SHEET MATERIAL (PLYWD) IF DEPOSITING BULK MATERIALS. 7. STAGING OF MATERIALS ON TURFGRASS SHALL RECEIVE RESTORATION OF TURF PRIOR TO DEMOBILIZATION. RESTORATION SHALL INCLUDE AT A MINIMUM SCARIFY AND DECOMPACTION OF SOIL, BROADCAST SEEDING OF TURF MIX, AND TEMPORARY EROSION CONTROL MATTING (60-DAY BIODEGRADABLE MINIMUM). TURFGRASS MIX TO BE 50% PERENNIAL RYEGRASS, 25% CREEPING RED FESCUE, 15% KENTUCKY BLUEGRASS, AND 10% ANNUAL RYEGRASS ('NATURES FINEST MIDWEST MASTER PREMIUM GRASS SEED MIX' - MENARDS SKU 2661112) OR EQUIVALENT.

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ACCESS, STAGING, AND PUBLIC PROTECTION NOTES:

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KABETOGAMA AREA ACCESS AND STAGING PLAN

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NO SCALE

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1. THE CONTRACTOR SHALL PROVIDE THE NECESSARY MEANS AND METHODS TO COFFERDAM THE PERIMETER OF THE WORK AREA TO EXTENT NECESSARY TO GAIN ACCESS TO EXISTING RAMP REMOVALS, CONDUCTING EARTHWORK, PLACEMENT OF STONE, FORMING AND CONSTRUCTING THE NEW RAMP. CONTRACTOR SHALL DETERMINE WHETHER TO EXTEND COFFERDAM TO ENCAPSULATE THE CRIB DOCK ADJACENT SOUTH OF RAMP IF NECESSARY TO PERFORM THE WORK'S MEANS AND METHODS. LIMITS OF COFFERDAMMING SHALL BE A REASONABLY MINIMUM EXTENT REQUIRED TO ACCOMPLISH THE PROJECT. 2. SUBMIT THE PROPOSED METHOD OF CREATING A COFFERDAM AND DRY WORK AREA TO CONTRACTING OFFICER FOR REVIEW AND APPROVAL. ACCEPTABLE METHODS MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: SHEET PILING, WATER FILLED BLADDER DAM PRODUCTS, LARGE SCALE SANDBAGS, OR A COMBINATION OF SUITABLE METHODS. INCLUDE PROPOSED INSTALLATION METHOD AS IT RELATES TO POTENTIAL TURBIDITY OR SEDIMENT DISCHARGE INTO THE LAKE.

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COFFERDAM SCOPE OF WORK INTENT NOTES:

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CONSTRUCTION LIMITS, STAGING, AND PROTECTION MEASURES

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1. CONTRACTOR TO PROVIDE SIGNAGE WHERE INDICATED ON ACCESS AND STAGING PLAN DRAWING TO DENOTE BOAT RAMP CLOSED FOR CONSTRUCTION AND BOAT RAMP CLOSED FOR CONSTRUCTION AND AND NO PARKING. SIGNS SHALL BE 80 MIL ALUMINUM WITH BLACK TEXT ON ORANGE . SIGNS SHALL BE 80 MIL ALUMINUM WITH BLACK TEXT ON ORANGE FIELD ('BLACK ON ORANGE'), 24"X36" PANEL SIZE FOR BOAT RAMP CLOSURE ROAD SIGN AND 18"X24" FOR NO PARKING. 2. CONTRACTOR SHALL COORDINATE WITH ST. LOUIS COUNTY TO CONFIRM SIGN PANELS ARE COMPLIANT WITH COUNTY ROADS DEPARTMENT REQUIREMENTS. 3. SIGNS ARE TO BE ATTACHED TO SAWHORSE/SANDWICH BOARD TYPE ON GRADE STRUCTURE. DO NOT DIRECT BURY ANY POSTS INTO THE GROUND DUE TO ARCHEOLOGICAL COMPLIANCE WHICH LIMITS GROUND DISTURBANCE.

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PUBLIC NOTIFICATION SIGNS NOTES:

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MINIMUM ECOLOGICAL PROTECTION MEASURES REQUIREMENTS

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NO SCALE

+ 100.00

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97.12 +

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97.10 +

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+ 94.24 (T.O. RAMP) 93.56 (GRADE)

AutoCAD SHX Text + 93.42

AutoCAD SHX Text + 95.34

AutoCAD SHX Text + 97.12

AutoCAD SHX Text + 97.86

AutoCAD SHX Text + 96.18

AutoCAD SHX Text + 96.04

AutoCAD SHX Text + 96.04

AutoCAD SHX Text + 93.64

AutoCAD SHX Text + 97.18 (T.O.W.) 96.00 (B.0.W.)

AutoCAD SHX Text (T.O.W.) 97.02 + (B.O.W.) 93.56

AutoCAD SHX Text (T.O.W.) 97.24 + (B.O.W.) 95.28

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+ 86.42 (ESTIMATED)

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+ 86.64 (ESTIMATED) (APPROX. 28" SEDIMENT 28" SEDIMENT LAYER OVER CONC.)

AutoCAD SHX Text EXISTING ROLL IN DOCK, VISIBLE IN PHOTOS ON SHEET C00 AND WEB BASED AERIAL IMAGERY WILL BE REMOVED BY NPS PRIOR TO CONTRACTOR COMMENCING WITH WORK ON SITE.

AutoCAD SHX Text PROVIDE NEW SAW CUT ALONG ASPHALT TO PROVIDE UNIFORM CLEAN EDGE TO TIE TO NEW CONCRETE.

AutoCAD SHX Text AVOID DISTURBANCE TO EXISTING WOOD TIMBER TIE WALL AND AGGREGATE PATH/LANDING. COORDINATE WITH COR IF EXISTING VISITOR AMENITIES ARE IN CONFLICT WITH ABILITY TO CONDUCT NEW WORK FOR PERMISSIBLE ALLOWANCES TO REMOVE AND REPLACE.

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PROTECT EXISTING POLE LIGHT AND CONCRETE PIER FOOTING.

AutoCAD SHX Text AVOID DISTURBANCE TO EXISTING WOOD POST AND PLYWOOD SIGN PANEL. COORDINATE WITH COR IF TEMPORARY REMOVAL OF SIGN BY CONTRACTOR IS NECESSARY IN ORDER TO COMPLETE THE WORK FOR THE NEW CONCRETE RAMP.

AutoCAD SHX Text LAKE ELEVATION AS TAKEN ON 8-26-2022. WATER ELEVATION SEASONALLY VARIES; HOWEVER AS SHOWN REFLECTS AVERAGE MID TO LATE SUMMER WATERLINE

AutoCAD SHX Text 40'X8' TIMBER CRIB DOCK MAY BE TEMPORARILY RELOCATED AND RE-SET BY CONTRACTOR IF REQUIRED BY CONTRACTOR'S MEANS AND METHODS TO AVOID CONFLICT WITH ABILITY TO PERFORM THE WORK. DOCK MAY REMAIN IF CONTRACTOR CAN CONDUCT WORK WITH IT IN PLACE AND ASSUME ALL RESPONSIBILITY TO RESTORE ANY DAMAGE DUE TO CONSTRUCTION ACTIVITY

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EXISTING FLOATING DOCK TO BE REMOVED BY NPS PRIOR TO CONTRACTOR COMMENCING WORK

AutoCAD SHX Text REMOVE EXISTING RIP RAP WHEN ENCOUNTERED TO EXTENTS THAT ARE WITHIN LIMITS OF PERFORMING NEW WORK TO FORM AND POUR NEW RAMP. EXISTING RIP RAP, IF WITHIN GRADATION OF NEW WORK RIP RAP SPECIFIED, MAY BE SALVAGED FOR REUSE OR ALLOWED TO REMAIN IN PLACE AND BUILD NEW RIP RAP APRON OVER EXISTING COMPACTED STONE. SEE SHEET C00 FOR EXCERPT OF ORIGINAL MN DNR CONSTRUCTION DETAIL OF RAMP WHICH INFORMS A BASIS THAT RIP RAP MAY BE ENCOUNTERED.

AutoCAD SHX Text REMOVE EXISTING CONCRETE RAMP AND REBAR IN ITS ENTIRETY AND HAUL OFF SITE TO LAWFULLY DISPOSE OF.

AutoCAD SHX Text CONTRACTOR SHALL PROVIDE MEANS AND METHODS TO ESTABLISH A COFFER DAM AND TURBIDITY BARRIER SURROUND OF ACTIVE WORK AREA BELOW SHORE ELEVATION. SEE COFFER DAM NOTES SHEET C01 FOR LEVEL OF PERFORMANCE. LINE AS SHOWN IS REPRESENTATIONAL; HOWEVER MAY NOT BE ULTIMATELY EXTENT REQUIRED. LIMITS TO BE DETERMINED BY CONTRACTOR IN ORDER TO PERFORM THE WORK

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REPRESENTATIONAL RIM AND TOE OF EMBANKMENT TO LAKE

AutoCAD SHX Text C:\Users\tbentley\Desktop\VOYA Kab\C02 EXISTING AND REMOVALS.dwg

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2/21/2023 2:38:02 PM

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SITE REMOVALS PLAN

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AutoCAD SHX Text C02

AutoCAD SHX Text 1" = 10'-0"

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PARK 172 PROJECT 80071

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PMIS NO.

AutoCAD SHX Text 255133

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

AutoCAD SHX Text 02/23/2023

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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1. THE SITE PLAN AS PROVIDED IS BASED ON NPS AVAILABLE INFORMATION AND FIELD MEASUREMENTS. A TOPOGRAPHIC SURVEY HAS NOT BEEN PERFORMED. 2. SPOT ELEVATIONS NOTED ARE NOT TIED TO USGS DATUM. THEY ARE RELATIONAL TO EACH OTHER TO INFORM GENERAL OVERALL TOPOGRAPHIC RELATIONSHIP ACROSS THE PROJECT AREA. 3. THE CONTRACTOR SHALL EMPLOY THEIR MEANS AND METHODS IN FIELD STAKING AND LAYING OUT THE NEW BOAT RAMP TO THE EXTENTS NOTED ON THE LAYOUT PLAN AND DETAILS IN ORDER TO CONSTRUCT THE PROJECT.

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SPOT ELEVATIONS AND TOPOGRAPHIC NOTES:

AutoCAD SHX Text GENERAL DEMOLITION AND SITE PREPARATION: 1. DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACTED WORK FOR THIS PROJECT. 2. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT UNDISTURBED PARK AREAS, ROADS, AND PUBLIC RIGHT-OF-WAY OR PROPERTIES. 3. IDENTIFY WITH COR THE AVAILABLE OPEN SITE AREA AND CONSOLIDATE IDENTIFY WITH COR THE AVAILABLE OPEN SITE AREA AND CONSOLIDATE CONSTRUCTION OPERATIONS AND MATERIAL STORAGE TO MINIMIZE IMPACTS TO THE SURROUNDING LAKE ECOLOGY.

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SITE PLAN - EXISTING CONDITIONS AND REMOVALS

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+ 100.00

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97.12 +

AutoCAD SHX Text + 97.86

AutoCAD SHX Text + 97.18 (T.O.W.) 96.00 (B.0.W.)

AutoCAD SHX Text (T.O.W.) 97.02 + (B.O.W.) 93.56

AutoCAD SHX Text (T.O.W.) 97.24 + (B.O.W.) 95.28

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AutoCAD SHX Text 1+75

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AutoCAD SHX Text MNDOT CLASS IV RIP RAP AND/OR FIELD STONE. NOTE: MAXIMUM EXTENTS SHOWN. EXISTING EMBEDDED RIP RAP OR REUSE OF EXISTING MAY BE USED TO REDUCE EXTENTS OF NEW MATERIAL REQUIRED.

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CONCRETE PAVING NOTES

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ALL CONCRETE SHALL BE FORMED AND VIBRATED AS SPECIFIED.

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SCREED ALL CONCRETE TO GRADE.

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AutoCAD SHX Text V-GROOVE FINISHING SHALL BE DONE AT A 30° ANGLE AS NOTED. GROOVES SHALL BE FORMEDEDGE-TO-EDGE, WITH THE EXCEPTION OF THE 12" SMOOTH AREA FOR THE TOEWALL & 4" CURB.

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AutoCAD SHX Text REBAR SPLICES REQUIRE A 30" STAGGERED LAP. TIE WIRE SHALL BE 16 GA. EPOXY COATED WIRE.

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AutoCAD SHX Text #6 REBAR SHALL BE TIED AT EACH INTERSECTION OF BARS. SET BARS ON APPROVED SADDLE-TYPE CHAIRS. CHAIRS SHALL BE PLACED 4' O.C. MAXIMUM IN BOTH DIRECTIONS.

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AutoCAD SHX Text ALL REINFORCING BARS SHALL HAVE A 2" CLEARANCE FROM ANY FORMED CONCRETE EDGE AND A 3" CLEARANCE FROM NON-FORMED EDGES.

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AutoCAD SHX Text REINFORCING BARS SHALL BE CENTERED AT 1/2 THE VERTICAL PAVEMENT THICKNESS, AND AT 1/2 THE HORIZONTAL WIDTH OF THE HEADWALL, TOEWALL & BOTH SIDEWALLS.

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EXPANSION & CONTROL JOINTS SHALL BE CONSTRUCTED AS SHOWN AND AS SPECIFIED.

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CONSTRUCTION NOTES

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AutoCAD SHX Text MNDOT CLASS IV RIP RAP AND/OR FIELD STONE SHALL NOT PROTRUDE ABOVE THE FINISHED SURFACE OF THE CONCRETE RAMP.

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AutoCAD SHX Text MNDOT CLASS IV RIP RAP, FIELD STONE, OR A COMBINATION OF BOTH, MAY BE USED AS SHOWN--WHICHEVER OPTION IS MOST COST EFFECTIVE.

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AutoCAD SHX Text ONCE DEWATERING AND DEMOLITION OF THE SITE ARE COMPLETE, EXCAVATE TO THE TOP OF THE SUBGRADE ELEVATION.

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AutoCAD SHX Text THOROUGHLY DISC/MIX THE TOP 12" OF SUBGRADE MATERIAL. EXCAVATE AND STOCKPILE TOP 12" OF SUBGRADE SOIL ON SITE, AS APPROVED BY THE COR. THOROUGHLY COMPACT AND PROOFROLL THE RESULTING SURFACE (TO INCLUDE THE BOTTOM SURFACES OF THE HEADWALL, SIDEWALLS, TOEWALL, AND RIP RAP AREAS) WITH A 10-TON (MINIMUM), TANDEM-DRUM VIBRATING ROLLER.

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AutoCAD SHX Text AFTER LOWER SURFACE COMPACTION AND PROOF-ROLLING, SPREAD AND THOROUGHLY COMPACT STOCKPILED SUBGRADE MATERIAL IN 6" MAXIMUM FINISHED LIFTS. SPREAD ADDITIONAL SUITABLE SUBGRADE SOIL (APPROVED BY THE GEOTECHNICAL TESTING AGENCY) AS NECESSARY, AND COMPACT IN 6" MAXIMUM FINISHED LIFTS. PROOFROLL THE EXISTING RAMP SUBGRADE, AND ALL OTHER SURROUNDING EXCAVATED AREAS POSSIBLE, WITH A 10-TON (MINIMUM), TANDEM-DRUM VIBRATING ROLLER.

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AutoCAD SHX Text ALL COMPACTION AND PROOFROLLING ACTIVITIES SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE GEOTECHNICAL TESTING AGENCY AND THE COR.

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AutoCAD SHX Text COMPACT THE SURFACE AND SUBRADE (SEE NOTES 4 AND 5) WITH VIBRATION, BUT NATIVE SOIL PROPERTIES MAY PRESENT DIFFICULTIES. IF DIFFICULTY IS ENCOUNTERED, COMPACT THE SURFACE AND SUBGRADE WITH ROLLER IN STATIC MODE.

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AutoCAD SHX Text PROOFROLL THE SURFACE AND SUBGRADE (SEE NOTES 4 AND 5) WITH THE ROLLER IN STATIC MODE. PROOFROLL IN 1 (ONE) DIRECTION, COVER THE ENTIRE SURFACE, AND LIMIT SPEED TO APPROXIMATELY 3 MILES PER HOUR.

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AutoCAD SHX Text SOFT OR UNSATISFACTORY SOILS IDENTIFIED BY THE REPRESENTATIVE FROM THE GEOTECHNICAL TESTING AGENCY SHALL BE OVEREXCAVATED TO DEPTHS AND LIMITS AS DETERMINED BY THE REPRESNETATIVE, REPLACED WITH SATISFACTORY SOILS, AND RECOMPACTED.

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AutoCAD SHX Text PLACE GEOTEXTILE FABRIC AS SPECIFIED, AND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. SEE SPECIFICATION 31 05 19 GEOTEXTILE.

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AutoCAD SHX Text PLACE AND THOROUGHLY COMPACT VIRGIN CLASS 5 BASE AGGREGATE IN 6" FINISHED LIFT. COMPACT WITH ROLLER (IDENTIFIED IN NOTE 4).

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AutoCAD SHX Text PROOFROLL VIRGIN CLASS 5 BASE LAYER FOOTPRINT AT FINISHED GRADE WITH ROLLER (IDENTIFIED IN NOTE 4) IN STATIC MODE. PROOFROLL ENTIRE FOOTPRINT IN ONE DIRECTION, NOT EXCEEDING APPROXIMATELY 3 MPH. CONTRACTOR'S GEOTECHNICAL ENGINEER (TESTING AGENCY) SHALL IDENTIFY AREAS WITH UNSUITABLE MATERIAL. CAREFULLY REMOVE UNSUITABLE MATERIAL, REPLACE WITH SUITABLE MATERIAL AS DIRECTED BY THE GEOTECHNICAL ENGINEER (TESTING AGENCY), RECOMPACT, AND PROOFROLL THE FOOTPRINT AGAIN AS NECESSARY.

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AutoCAD SHX Text MNDOT CLASS IV RIP RAP AND/OR FIELD STONE SHALL BE TAPERED INTO THE EXISTING GRADE AS SHOWN AT A 3:1 SLOPE. IF RIP RAP AND/OR FIELD STONE IS BEING PLACED IN AN EXCAVATED AREA, THERE IS NO NEED FOR TAPERING, SIMPLY CONSTRUCT THE 4'-WIDE RIP RAP AND/OR FIELD STONE AREA.

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AutoCAD SHX Text CUT AND FILL AREAS ADJACENT TO RAMP AS NECESSARY TO ELIMINATE ALL HIGH AND LOW AREAS (ABOVE OR BELOW RAMP SURFACE). CUT AND/OR FILL AREAS ABOVE WATER AND ADJACENT TO THE RAMP OR RIP RAP AND/OR FIELD STONE AREAS SHALL BE TAPERED AT A 5:1 SLOPE IF POSSIBLE.

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AutoCAD SHX Text SPREAD AND COMPACT 3" OF APPROVED TOPSOIL, AS SPECIFIED, OVER FILL AREAS ON sSITE AREAS WHICH RECEIVED NEW EARTHWORK ACTIVITIES REQUIRING SEEDING.

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AutoCAD SHX Text DISTURBED SOIL AREAS SHALL BE SEEDED WITH A PERENNIAL RYE DOMINANT MIX. TURFGRASS MIX TURFGRASS MIX TO BE 50% PERENNIAL RYEGRASS, 25% CREEPING RED FESCUE, 15% KENTUCKY BLUEGRASS, AND 10% ANNUAL RYEGRASS ('NATURES FINEST MIDWEST MASTER PREMIUM GRASS SEED MIX' - MENARDS SKU 2661112) OR EQUIVALENT

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AutoCAD SHX Text 1" = 10'

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PARK 172 PROJECT 80071

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PMIS NO.

AutoCAD SHX Text 255133

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

AutoCAD SHX Text 02/23/2023

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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SITE PLAN, GRADING PLAN, SITE GEOMETRY & NOTES

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AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+25

AutoCAD SHX Text 1+50

AutoCAD SHX Text 1+75

AutoCAD SHX Text 2+00

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PVC

AutoCAD SHX Text 1+2.47

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PVI

AutoCAD SHX Text 1+28.00

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PVT

AutoCAD SHX Text 1+53.53

AutoCAD SHX Text RAMP ELEVATIONS ALONG VERTICAL CURVE PVC = 97.09 = 97.09 97.09 1+10.00 = 96.94 = 96.94 96.94 1+20.00 = 96.54 = 96.54 96.54 1+28.00 = 96.04 = 96.04 96.04 1+35.00 = 95.47 = 95.47 95.47 1+45.00 = 94.47 = 94.47 94.47 PVT = 93.41= 93.4193.41

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93.42 (GIVEN WSE)

AutoCAD SHX Text MNDOT CLASS IV RIP RAP AND/OR FIELD STONE, FULL DEPTH FROM CURB TOP TO TOE WALL BOTTOM

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION (SEE SPECIFICATION 31 05 19)

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END GEOTEXTILE FABRIC

AutoCAD SHX Text 1+40.00

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6" THOROUGHLY COMPACTED VIRGIN CLASS 5 AGGREGATE BASE

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EXISTING ACC PAVEMENT

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PROFILE: SECTION A-A

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION (SEE SPECIFICATION 31 05 19)

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CONSTRUCT TOEWALL WITH 4" CURB

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PROP. 7" CONCRETE BOAT RAMP

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#6 BARS @ 12" O.C. MAX. BOTH DIRECTIONS

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3:1 SLOPE TO EX. GRADE

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ELEV=97.11

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SEE DETAIL A

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SEE DETAIL B

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PROP. 7" CONCRETE BOAT RAMP

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#6 BARS @12" O.C. MAX. BOTH DIRECTIONS

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6" THOROUGHLY COMPACTED VIRGIN CLASS 5 AGGREGATE BASE

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SECTION B-B NTS

AutoCAD SHX Text OVEREXCAVATE SUBGRADE TO 11" DEPTH, THOROUGHLY MIX & COMPACT IN 6" FINISHED LIFTS

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SEE DETAIL F

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PROP. 7" CONCRETE BOAT RAMP

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#6 BARS @12" O.C. MAX. BOTH DIRECTIONS

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6" THOROUGHLY COMPACTED VIRGIN CLASS 5 AGGREGATE BASE

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION (SEE SPECIFICATION 31 05 19)

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SECTION C-C NTS

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION (SEE SPECIFICATION 31 05 19)

AutoCAD SHX Text OVEREXCAVATE SUBGRADE TO 11" DEPTH, THOROUGHLY MIX & COMPACT IN 6" FINISHED LIFTS

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MNDOT CLASS IV RIP RAP AND/OR FIELD STONE

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3:1 SLOPE TO EXISTING GRADE REQUIRED UNLESS RIP RAP IS BELOW GRADE

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SEE DETAIL G

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HORIZONTAL SCALE: 1" = 10'

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RAMP LONGITUDINAL PROFILE & SECTIONS

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VERTICAL SCALE: 1" = 5'

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PARK 172 PROJECT 80071

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PMIS NO.

AutoCAD SHX Text 255133

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

AutoCAD SHX Text 02/23/2023

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION

DATE

12, 9' X 11' PANELS

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28, 9' X 9' PANELS

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4, 9' X 8' PANELS

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TOEWALL WITH 4" CURB

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EXPANSION JOINT (SEE DETAIL C)

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ALL OTHER JOINTS ARE CONTROL JOINTS (SEE DETAIL D)

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SIDEWALL OUTER EDGES SHALL BE BEVELED (SEE DETAILS F & G)

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SIDEWALL OUTER EDGES SHALL BE BEVELED (SEE DETAILS F & G)

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12" SMOOTH AREA FOR TOEWALL WITH 4" CURB

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V-GROOVE FINISH AT 30°(SEE DETAIL E)

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#6 REBAR @12" O.C. MAX BOTH WAYS

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#6 REBAR @12" O.C. MAX BOTH WAYS

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JOINT, REINFORCEMENT & FINISHING PLANS

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AutoCAD SHX Text 1" = 10'

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PARK 172 PROJECT 80071

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PMIS NO.

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

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DATE:

AutoCAD SHX Text 02/23/2023

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION

3, #6 CONTINUOUS BARS

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DETAIL B TOEWALL WITH 4" CURB NTS

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION

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EX. ACC PAVEMENT

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PROP. 7" CONCRETE BOAT RAMP WITH HEADWALL

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3, #6 CONTINUOUS BARS

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DETAIL A HEADWALL & TIE-IN TO EXISTING ACC PAVEMENT NTS

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1" MIN. EXPANSION JOINT (SEE DETAIL C)

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PAVEMENT SURFACE

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HEAT-POURED, EXPANDABLE JOINT SEALANT

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HEAT-RESISTANT BACKER ROD WITH 125% JOINT WIDTH

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BITUMINOUS JOINT FILLER MATERIAL

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DETAIL C EXPANSION/CONSTRUCTION JOINT NTS

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PAVEMENT SURFACE

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HEAT-POURED, EXPANDABLE JOINT SEALANT

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HEAT-RESISTANT BACKER ROD WITH 125% JOINT WIDTH

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INDUCED CRACKING

AutoCAD SHX Text NOTES 1. "T" IS THE THICKNESS OF THE PAVEMENT. "T" IS THE THICKNESS OF THE PAVEMENT. 2. JOINT CREATION SHALL BE COMPLETED WITH 2 CUTS, WITH POWER SAWS THAT JOINT CREATION SHALL BE COMPLETED WITH 2 CUTS, WITH POWER SAWS THAT HAVE SHATTERPROOF DIAMOND-RIMMED BLADES. THE INITIAL CUT SHALL BE " 18" WIDE. 3. INITIAL CONTROL JOINT CUTS SHALL TAKE PLACE WITHIN 6 HOURS OF INITIAL CONTROL JOINT CUTS SHALL TAKE PLACE WITHIN 6 HOURS OF CONCRETE PLACEMENT, OR AS SOON AS SAWING CAN BE CONDUCTED WITHOUT RAVELLING OR DISLODGING AGGREGATE.

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DETAIL D CONTROL JOINT NTS

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DETAIL E V-GROOVE FINISH NTS

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DETAIL F SIDEWALL FOR SECTION B-B NTS

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3, #6 CONTINUOUS BARS

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3, #6 CONTINUOUS BARS

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DETAIL G SIDEWALL FOR SECTION C-C NTS

AutoCAD SHX Text GEOTEXTILE FABRIC BENEATH BASE COURSE, RIP RAP, SIDEWALL & TOEWALL UP TO TOP OF RIP RAP PROTECTION (SEE SPECIFICATION 31 05 19)

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3:1 SLOPE TO EXISTING GRADE REQUIRED UNLESS RIP RAP IS BELOW GRADE

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DETAIL H CONSTRUCTION JOINT NTS

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3, #6 CONTINUOUS BARS

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#6 BENT REBAR @12" O.C.

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CONSTRUCTION JOINT SEE DETAIL C

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#6 REBAR @12" O.C.

AutoCAD SHX Text NOTES 1. CONSTRUCTION JOINT IS REQUIRED ONLY IF RAMP CANNOT BE CONSTRUCTION JOINT IS REQUIRED ONLY IF RAMP CANNOT BE ONLY IF RAMP CANNOT BE IF RAMP CANNOT BE COMPLETED IN ONE CONTINUOUS PLACEMENT. 2. CONSTRUCTION JOINTS SHALL NOT BE EMPLOYED UNLESS APPROVED CONSTRUCTION JOINTS SHALL NOT BE EMPLOYED UNLESS APPROVED BY THE COR. 3. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN, IF CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN, IF RAMP CANNOT BE COMPLETED IN ONE CONTINUOUS PLACEMENT, TO THE COR FOR APPROVAL. 4. PLACEMENT PLAN SHALL IDENTIFY LOCATIONS OF ALL PROPOSED PLACEMENT PLAN SHALL IDENTIFY LOCATIONS OF ALL PROPOSED CONSTRUCTION JOINTS. 5. CONSTRUCTION JOINTS SHALL BE PLACED AT ELEVATIONS ABOVE CONSTRUCTION JOINTS SHALL BE PLACED AT ELEVATIONS ABOVE THE GIVEN WATER SURFACE ELEVATION - NO UNDERWATER CONSTRUCTION JOINTS SHALL BE PERMITTED.

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DETAILS

AutoCAD SHX Text C4

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PARK 172 PROJECT 80071

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PMIS NO.

AutoCAD SHX Text 255133

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SHEET

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OF 8

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VOYAGEURS NATIONAL PARK, INTERNATIONAL FALLS, MINNESOTA

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 02/23/2023

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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MJB

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MJB / TLB

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TLB

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INITIAL

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SHEET

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REVISION