Drawings.pdf

PDF 3 MB Posted May 9, 2023

Attached to: CONSTRUCT CAMPER CABINS Federal contract opportunity
Solicitation number: 140P6423B0007
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation notice for a construction project. The National Park Service is seeking bids to construct three camper cabins and has included an option for a fourth cabin. Work will involve procuring and assembling prefabricated log cabin kits approximately 13 by 15 feet in size. Construction wage rates for Koochiching County, Minnesota apply. The NAICS code is 236115 for the $45 million size standard. The project is set aside 100% for total small businesses. A site visit is available and the solicitation will be posted on SAM where offerors must be registered to be eligible for award. Bids are due by the specified close date.

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Other files for this federal contract opportunity

Other files attached to CONSTRUCT CAMPER CABINS, newest first.
File	Type	Posted
Sol_140P6423B0007_Amd_0001.pdf	PDF	Jun 14, 2023
Questions_and_Answers_0001.pdf	PDF	Jun 14, 2023
Specifications.pdf	PDF	May 9, 2023
Bid_Schedule.xlsx	XLSX spreadsheet	May 9, 2023
Limitations_on_Subcontracting_Report.xlsx	XLSX spreadsheet	May 9, 2023
Wage_Determination.pdf	PDF	May 9, 2023
Notice_to_Contractors.pdf	PDF	May 9, 2023
Bid_Schedule.pdf	PDF	May 9, 2023
Sol_140P6423B0007.pdf	PDF	May 9, 2023

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* ABAAS, AS REFERENCED WITHIN THESE DOCUMENTS, STANDS FOR 'ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS' WHICH FEDERAL PROJECTS FOLLOW TO COMPLY WITH PROVISION OF USE TO PERSONS WITH DISABILITIES.

(www.access-board.gov/aba)

SCOPE OF WORK - BASE BID CONDITION:

1. THE BASE BID SCOPE OF WORK FOR THIS PROJECT INCLUDES ALL MATERIALS, EQUIPMENT, AND LABOR TO

PROCURE AND CONSTRUCT THREE (3) CABIN UNITS WITH FOOTINGS PER THE SALIENT CHARACTERISTICS, CONSTRUCTION DETAILING, AND SPECIFICATIONS DEFINED WITHIN THESE CONSTRUCTION DOCUMENTS. ONE (1)

OF THE CABIN UNITS IN THE BASE BID SHALL BE WITHIN ABAAS (*) COMPLIANCE AS INDICATED IN THE DRAWINGS

AND DETAILS HEREIN.

SCOPE OF WORK - BID OPTION 1 CONDITION:

1. THE BID OPTION 1 SCOPE OF WORK FOR THIS PROJECT INCLUDES ALL MATERIALS, EQUIPMENT, AND LABOR TO

PROCURE AND CONSTRUCT ONE (1) ADDITIONAL CABIN UNIT, TO BE CONSTRUCTED AT SAME TIME AT THE 3 BASE

BID CABIN UNITS, WITH FOOTINGS PER THE SAME SALIENT CHARACTERISTICS, CONSTRUCTION DETAILING, AND

SPECIFICATIONS DEFINED WITHIN THESE CONSTRUCTION DOCUMENTS AS THE BASE BID CABIN SCOPE OF WORK.

THE BID OPTION 1 CABIN UNIT DOES NOT REQUIRE MEETING THE CRITERIA OF THE 1 ABAAS COMPLIANT CABIN

UNIT.

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LITTLE

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ARKANSAS

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CHICAGO

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DENVER

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HIBBING

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BAYFIELD

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STATES

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MINNESOTA

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ONTARIO

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FORT

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RAPIDS

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GRAND

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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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LAKE

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ORR,

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GANNON

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CREEK

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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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COVER

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KETTLE FALLS

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KOOCHICHING

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MINNESOTA

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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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REVISION

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PMIS - 326372

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REGIONAL MAP PROJECT LOCATION

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MWR

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PROJECT AREA

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VOYAGEURS NATIONAL PARK

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KETTLE FALLS CAMPER CABINS

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 L-0 GENERAL NOTES - SITE PLAN L-0 GENERAL NOTES - SITE PLAN GENERAL NOTES - SITE PLAN 3 L-1 ENLARGED SITE PLAN L-1 ENLARGED SITE PLAN ENLARGED SITE PLAN 4 A-1 CAMPER CABIN BASIS OF DESIGN PLAN AND CHARACTERISTICS A-1 CAMPER CABIN BASIS OF DESIGN PLAN AND CHARACTERISTICS CAMPER CABIN BASIS OF DESIGN PLAN AND CHARACTERISTICS 5 A-2 CABIN CHARACTERISTICS AND CONSTRUCTION DETAILS A-2 CABIN CHARACTERISTICS AND CONSTRUCTION DETAILS CABIN CHARACTERISTICS AND CONSTRUCTION DETAILS 6 A-3 CABIN ELECTRICAL CHARACTERISTICS AND SPECIFICATIONS A-3 CABIN ELECTRICAL CHARACTERISTICS AND SPECIFICATIONS CABIN ELECTRICAL CHARACTERISTICS AND SPECIFICATIONS

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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

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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 FROM 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, WHICH INCLUDES TREES, UNDERGROWTH, OR NATURAL LANDFORMS, 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. THE CONTRACTOR SHALL IDENTIFY AND RIBBON FLAG ANY TREES THAT ARE IN CONFLICT WITH THE ABILITY TO POSITION OR ERECT THE CABINS. NPS WILL PRE-CLEAR THE PAD

SITE AREAS OF THE FOUR CABINS PRIOR TO COMMENCEMENT OF WORK; HOWEVER, IT MAY BE POSSIBLE THAT LIMITED ADDITIONAL TREE REMOVAL MAY BE NECESSARY. TREE

REMOVALS, UPON APPROVAL, HAVE A LEVEL OF COMPLIANCE REGULATIONS WHICH MAY ADDRESS MIGRATORY BIRDS, BATS, OR THREATENED & ENDANGERED SPECIES WHICH

REQUIRE THE TREE TO BE INSPECTED PRIOR TO AUTHORIZATION TO REMOVE.

8. 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.

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

DOCUMENTS.

10. 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.

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

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

13. 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.

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 CONSTRUCTION OF THE PROPOSED WORK. NPS STAFF RESERVE THE RIGHT TO PROCEED

WITH INDEPENDENT CONSTRUCTION ACTIVITY, SUCH AS BUILDING AGGREGATE TRAIL, DOCK SYSTEM, OR PRIVY STRUCTURE AT THE SAME TIME THE CONTRACTOR IS

PERFORMING THE WORK OF THE CONTRACT IN ASSEMBLING THE FOUR CABINS. COORDINATE ACTIVITIES WHICH MAY OVERLAP WITH COR.

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 AND AVOID OVERRUN INTO

UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO PAVEMENT, STRUCTURES, OR PARK ASSETS SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR BETTER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL USE THE SMALLEST SIZED EQUIPMENT REASONABLE TO PERFORM THE WORK WITHIN THE PROJECT AREA. THE LANDSCAPE OF THE NATIONAL PARK IS CONSIDERED

AN ASSET OF THE PARK. THE MAXIMUM SIZE OF ALLOWED MECHANICAL EQUIPMENT SHALL BE LIMITED TO TRACK SKID STEER WITH WIDTH NOT EXCEEDING 60-INCHES (ANTICIPATED FOR

USE IN AUGER DIGGING FOOTING HOLES) OR WHEELED UTV TYPE VEHICLE WITHIN 60-INCH WHEEL BASE LIMITATION. USE OF EQUIPMENT ON ACCESS ROUTE AND PORTAGE WILL BE

LIMITED OR PROHIBITED FOLLOWING SIGNIFICANT RAIN EVENTS THAT MAY CAUSE UNDO DAMAGE BY RUTTING DUE TO SOFTENED GROUND. THE COR WILL HAVE FINAL SAY WHETHER

TEMPORARY PROHIBITIONS ARE TO BE PLACED ON UTV OR MECHANICAL EQUIPMENT USE ON ACCESS PATHS AND ROUTES DUE TO VARYING CONDITIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REASONABLE PROTECTION OF ALL EXISTING AMENITIES WITHIN THE IMMEDIATE AREA OF ACTIVE EQUIPMENT USE TO AVOID MARRING OR

OTHER IMPACT DAMAGES. THIS INCLUDES BUT IS NOT LIMITED TO TREES TO REMAIN, FENCES, STONE WALLS, DOCKS, STRUCTURES.

5. 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 LANDSCAPE AMENITIES AT RISK TO DAMAGE OR CONTRACTOR PROACTIVE PROTECTION EFFORTS PROVE TO BE INSUFFICIENT.

GENERAL SITE PREPARATION:

1. DO NOT BURN DEMOLISHED OR UNUSED SURPLUS MATERIALS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT UNDISTURBED

PARK AREAS, ROADS, AND PUBLIC RIGHT-OF-WAY OR PROPERTIES.

2. IDENTIFY WITH COR THE AVAILABLE OPEN SITE AREA AND CONSOLIDATE FIELD CARPENTRY SET UPS AND MATERIAL STORAGE TO MINIMIZE IMPACTS TO THE SURROUNDING

WOODLAND AND LAKE ECOLOGY.

TRANSPORTATION TO PROJECT SITE:

1. VOYAGEURS NATIONAL PARK WILL PROVIDE TRANSPORTATION BY WATERCRAFT BARGE OF THE CONTRACTOR'S EQUIPMENT AND CONSTRUCTION MATERIALS ONLY. THE CONTRACTOR

SHALL REMAIN RESPONSIBLE FOR TRANSPORTING ALL INDIVIDUALS (WORKERS, PROJECT SUPERINTENDENT, AND ANY CONTRACTOR IDENTIFIED PERSONS REQUIRING ACCESS) TO THE

PROJECT SITE THROUGHOUT THE CONTRACT. THERE IS NO OVERLAND ROAD ACCESS TO THE KETTLE FALLS AREA.

2. THE CONTRACTOR SHALL COORDINATE ALL REQUESTED EQUIPMENT AND MATERIALS TRANSPORT WITH THE COR WITH 3 BUSINESS DAY ADVANCE NOTICE. SHORT NOTICE REQUESTS MAY

BE ACCOMMODATED AT THE DETERMINATION OF THE COR AND DOES NOT INTERFERE WITH PARK BARGE OPERATORS' WORK COMMITMENTS. SHORT NOTICE REQUESTS ARE NOT

GUARANTEED TO BE ACCOMMODATED.

3. THE BARGE AVAILABLE TO TRANSPORT EQUIPMENT AND MATERIALS HAS A DECK OF 35' IN LENGTH AND A MAXIMUM LOAD CAPACITY OF 14,000 LBS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HANDLING OF MATERIALS EQUIPMENT, WHICH WILL INCLUDE OFFLOADING FROM DELIVERY VEHICLES AT BOAT RAMP, LOADING

MATERIALS AND EQUIPMENT ONTO THE NPS BARGE, UNLOADING FROM THE NPS BARGE AND TRANSPORT TO EACH CABIN SITE CLEARING. NPS STAFF WILL NOT PHYSICALLY HANDLE

CONTRACTOR MATERIALS NOR EQUIPMENT.

5. THE CONTRACTOR IS ALLOWED TO EMPLOY THE VOYAGEURS NATIONAL PARK COMMERCIAL SERVICES AS OPTION FOR WORKER TRANSPORT

(https://www.nps.gov/voya/getinvolved/commercial-services.htm) AT CONTRACTOR'S OPTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES IN WORKER/PERSON TRANSPORT.

6. WATER ACCESS LOCATIONS NEAREST THE PROJECT SITE ARE THE ASH RIVER VISITOR CENTER BOAT RAMP (9.1 MILES TO SITE) OR THE ASH RIVER DNR BOAT RAMP (8.8 MILES TO SITE).

7. CAMPING SHALL NOT BE ALLOWED AT THE PROJECT SITE. THE PROJECT SITE IS LOCATED 14 MILE FROM THE KETTLE FALLS HOTEL AND VILLAS WHICH OPERATES BY CONCESSIONAIRE .

AVAILABILITY OF LODGING IS SUBJECT TO THE HOTEL'S RESERVATION SYSTEM AND POLICIES AND NOT A CERTAINTY AS PART OF THIS PROJECT. (www.kettlefallshotel.com.)

TOPOGRAPHIC SURVEY AND SITE CONTEXT NOTES:

THE TOPOGRAPHIC SURVEY AS SHOWN IS FROM BEST AVAILABLE

INFORMATION CONDUCTED IN 1982 AND IS LARGELY REPRESNTATIONAL

OF THE GRADIENT THE CONTRACTOR SHOULD ANTICIPATE EXPERIENCING.

THE EXISTING PENINSULA IS OF IRREGULAR, ROCKY TERRAIN WITH HEAVILY

FORESTED CANOPY, UNDERSTORY VEGETATION AND DUFF SOIL TYPE

COVER. MORE SPECIFIC LANDSCAPE FEATURES OF THE AVAILABLE ACCESS

ROUTES AS NOTED ON PLAN.

TOPOGRAPHY REPRESENTED IN 2-FOOT CONTOUR INTERVALS

THROUGHOUT THE AREA OF EMPHASIS WITHIN THIS PROJECT (HAULING

ACCESS, STAGING, AND PLACEMENT OF CABIN UNITS) AND 10-FOOT

CONTOUR INTERVALS IN SURROUNDING CONTEXT NOT EXPECTED TO BE

PERTINENT TO THE ABILITY TO CONDUCT THE WORK OF THIS PROJECT.

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2/2/2023 8:52:33 AM

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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REVISION

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TLB

AutoCAD SHX Text KETTLE FALLS CAMPER CABINS VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA

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AutoCAD SHX Text 172 80072

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GENERAL NOTES SITE PLAN

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AutoCAD SHX Text AVAILABLE SHORE LANDING FOR OFFLOADING MATERIALS AND EQUIPMENT FROM NPS BARGE AND CONTRACTOR AVAILABLE WATER ACCESS POINT (APPROX. 4' EARTHEN VERTICAL EMBANKMENT)

AutoCAD SHX Text NPS MAINTENANCE GARAGE FACILITY. NO CONTRACTOR ACCESS OR USE WITHOUT APPROVAL BY COR EXCEPT IN CASES OF EMERGENCY NEED

AutoCAD SHX Text EXISTING SNOWMOBILE PORTAGE TRAIL. CLEARED WITH GRASS/GROUNDCOVER VEGETATIVE COVER WITH GRADUAL GRADIENT. APPROXIMATELY 20-FEET IN WIDTH AND AVAILABLE AS PRIMARY ACCESS CORRIDOR BETWEEN PROJECT SITE AND KETTLE FALLS DEVELOPED AREA

AutoCAD SHX Text NPS SERVICE DOCK AVAILABLE FOR LIMITED CONTRACTOR USE. COORDINATE WITH COR LIMITS OF USE AND ALLOWABLE DURATION OF MOORING.

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TO KETTLE FALLS HOTEL DEVELOPED AREA AND SERVICES (APPROX 1/4 MILE).

AutoCAD SHX Text VAULT TOILET TO BE PROVIDED BY NPS (NOT IN CONTRACT). SHOWN FOR INFORMATIONAL PURPOSES ONLY. TOILET MAY BE ACTIVELY CONSTRUCTED BY NPS WHILE CABIN CONTRACTOR IS WORKING ON SITE. COORDINATE WITH COR AS NECESSARY IF WORK IS OCCURRING SIMULTANEOUSLY.

AutoCAD SHX Text PRIMARY ELECTRICAL SERVICE IN CONDUIT PLACED ON GRADE. ELECTRICAL SERVICE TO BE PROVIDED BY NPS AND UTILITY PROVIDER (NOT IN CONTRACT). SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONFIRM WITH COR WHETHER SERVICE LINE WILL BE PRESENT OR INSTALLED WHILE CABIN CONTRACTOR IS ON SITE. AVOID CONSTRUCTION ACTIVITY OR CIRCULATION OUTSIDE THE LIMITS OF CONSTRUCTION TO PREVENT CONFLICT WITH PRIMARY ELECTRICAL.

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(3) BASE BID CAMPER CABINS WITHIN CLEARED WOODLAND. LIMITS OF CONSTRUCTION ACTIVITY TO REMAIN WITHIN 30-FEET OF CABIN FOOTPRINT. SEE ENLARGED SITE PLAN FOR ADDITIONAL PLACEMENT INFORMATION.

AutoCAD SHX Text 8-FOOT WIDE CLEARED ACCESS PATH. TREE CLEARING BY NPS. CONTRACTOR TO EXPECT EARTHEN (SOIL) SURFACE AND SHALL LIMIT CIRCULATION IN AND OUT OF WORK AREAS TO USE OF THIS ALIGNED PATH TO EXISTING PORTAGE TRAIL.

AutoCAD SHX Text DOCK STRUCTURE TO BE CONSTRUCTED BY NPS (NOT IN CONTRACT). DOCK SHOWN FOR INFORMATIONAL PURPOSES ONLY. DOCK MAY NOT BE IN PLACE DURING THE CABIN CONSTRUCTION. NPS MAY HOWEVER ACTIVELY WORK ON CONSTRUCTING THE DOCK WHILE CABIN CONSTRUCTION IS TAKING PLACE. CONTRACTOR SHALL COORDINATE WITH COR TO AVOID CONFLICT IF ACTIVITY IS OCCURRING SUMULTANEOUSLY.

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75' SHORE IMPACT ZONE

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75' SHORE IMPACT ZONE

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150' SHORELINE SETBACK

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150' SHORELINE SETBACK

AutoCAD SHX Text N A M A K A N L A K E

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(1) BID OPTION 1 ADDITIONAL CAMPER CABIN WITHIN CLEARED WITHIN CLEARED WOODLAND. LIMITS OF CONSTRUCTION ACTIVITY TO REMAIN WITHIN 30-FEET OF CABIN FOOTPRINT. SEE ENLARGED SITE PLAN FOR ADDITIONAL PLACEMENT INFORMATION.

ABAAS COMPLIANT CABIN

SITE DISTURBANCE AND SITE RESTORATION:

1. THE CONTRACTOR SHALL LIMIT STAGING MATERIALS FOR EACH RESPECTIVE CABIN WITHIN THE NPS

CLEARED AREAS FOR THE CABIN UNITS (CABIN FOOTPRINT +30-FOOT BUFFER).

2. THE CONTRACTOR SHALL CONSTRICT EQUIPMENT, MATERIAL HAULING, AND FOOT TRAFFIC TO THE

NPS CLEARED 8' WIDE ACCESS PATH AND EXISTING TURF PORTAGE PATH IN ORDER TO LIMIT

UNWANTED RANDOM IMPACTS TO THE SURROUNDING WOODLAND. PREVENT THE FORMATION OF

SOCIAL FOOTPATHS THROUGH WOODS BETWEEN EACH CLEARED CABIN AREA.

3. FOOTING PIER EXCAVATION SOIL SPOILS, WHERE OCCURRING, SHALL BE ALLOWED TO BE

DISTRIBUTED WITHIN THE IMMEDIATE CABIN AREA. PREFERENCE SHALL BE PLACED ON UTILIZING

SPOIL MATERIAL TO ESTABLISH POSITIVE DRAINAGE PATTERNS BENEATH THE CABIN FOOTPRINT.

COORDINATE WITH COR ADDITIONAL LOCATIONS OF PLACEMENT SURROUNDING THE CABIN PADS

SHOULD SURPLUS SOIL VOLUMES WARRANT.

4. THE SITE IS A MIX OF ORGANIC DUFF MATERIAL, SOIL, AND BEDROCK WHICH WILL REQUIRE DIFFERING

EXTENTS OF SITE RESTORATION UPON COMPLETION OF THE PROJECT. EQUIPMENT TRACK RUTS AND

OTHER IMPRESSIONS FROM STAGED MATERIALS OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED BY

PLACEMENT OF SOIL SPOILS, FINE RAKE, AND REDISTRIBUTION OF ORGANIC DUFF MATERIAL THAT

MAY BE STOCKPILED WITHIN THE CABIN AREA CLEARING. ACCEPTANCE OF SITE WILL BE IN A 'RAKED

FINE GRADED' FINISH WITHIN THE SOIL AREAS.

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AutoCAD SHX Text C:\Users\tbentley\Desktop\VOYA KF Camper Cabins\VOYA-KF_L-1_ENL SITE PLAN.dwg

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2/2/2023 10:04:12 AM

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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REVISION

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AutoCAD SHX Text 2-2-2023

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TLB

AutoCAD SHX Text KETTLE FALLS CAMPER CABINS VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA

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AutoCAD SHX Text 172 80072

AutoCAD SHX Text 32 63 72

AutoCAD SHX Text L-1

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ENLARGED SITE PLAN

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CAMPER CABINS ENLARGED SITE PLAN

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AutoCAD SHX Text L-1

AutoCAD SHX Text 1" = 40'-0"

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EXISTING SNOWMOBILE PORTAGE TRAIL.

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VAULT TOILET SHOWN FOR INFORMATIONAL PURPOSES ONLY.

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PRIMARY ELECTRICAL SERVICE SHOWN FOR INFORMATIONAL PURPOSES ONLY.

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8-FOOT WIDE CLEARED ACCESS PATH.

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DOCK STRUCTURE SHOWN FOR INFORMATIONAL PURPOSES ONLY.

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75' SHORE IMPACT ZONE

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150' SHORELINE SETBACK

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75' SHORE IMPACT ZONE

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150' SHORELINE SETBACK

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NPS MAINTENANCE FACILITY

AutoCAD SHX Text CONTRACTOR SHALL HAVE AN 8-FOOT WIDE CLEARED PATH WITH VEGETATION CLEARED BY NPS FROM PRIMARY ACCESS PATH TO EACH CABIN WORK AREA. NPS MAY PRE-DETERMINE ACCESS SPUR TO EACH CABIN WORK AREA PRIOR TO CONTRACTOR MOBILIZATION OR COORDINATE WITH CONTRACTOR ONCE MOBILIZED. PATH CLEARING WILL NOT IMPEDE ABILITY FOR CABIN CONTRACTOR TO PROCEED WITH WORK. PRIMARY AND SPUR PATHWAYS WILL BE FURTHER DEVELOPED BY NPS FOR PERMANENT VISITOR ACCESS. CONTRACTOR TO EXPECT ACCESS ROUTES TO BE EXISTING SOIL SURFACE TREAD FOR THE DURATION OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH COR TO ALLOW NPS TO PROGRESSIVELY CONSTRUCT PATHS WHILE CABIN CONTRACTOR IS PRESENT ON SITE. IF OCCURRING.

AutoCAD SHX Text THE CABIN CONTRACTOR SHALL COLLABORATE WITH COR AND NPS STAFF THE FINAL ROTATION OF CABIN AND PLACEMENT OF FOOTINGS (TYPICAL ALL 4 CABINS) WITHIN NPS CLEARED AREA. LOCATIONS AS SHOWN AND PREPARED CLEARINGS WILL BE COMPLETED (TREE AND WOODY UNDERSTORY CUT TO GRADE ONLY. HERBACEOUS AND TURF COVER AS WELL AS SOIL AND BEDROCK REMAINING UNCLEARED) PRIOR TO CONTRACTOR MOBILIZATION. POSITION OF CABINS SHOWN HERE ARE THE PREFERRED SITING FOR PROJECT GOAL, FOCUSED VIEWSHEDS, AND OBJECTIVES. MODEST ADJUSTMENTS TO PLACEMENT AND ROTATION WITHIN THE CLEARED AREA FOR EACH CABIN IS EXPECTED IN ORDER TO SITUATE IN THE BEST ACHIEVABLE OUTCOME FOR CONSTRUCTING FOOTINGS IN RELATION TO TERRAIN, SLOPE, DRAINAGE PATTERNS, AND EMERGENT BEDROCK WHICH MAY BE PRESENT THAT INFLUENCES CONSTRUCTABILITY IN ORDER TO ACHIEVE REASONABLE EFFICIENCY.

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BASE BID ABAAS COMPLIANT CABIN UNIT

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150' SHORELINE SETBACK

AutoCAD SHX Text PLACEMENT OF CABINS SHALL ADHERE TO BEST ABILITY POSSIBLE TO HOLDING THE CABIN STRUCTURES TO A 150-FOOT SETBACK FROM SHORELINE OF LAKE. FIELD MEASURE TO VERIFY SHORELINE OFFSET ONCE FINAL PLACEMENT OF FOOTINGS AND CABIN FOOTPRINT IS STAKED. COORDINATE WITH COR TO DETERMINE WHETHER ANY FURTHER ADJUSTMENTS WILL BE REQUIRED IN RELATION TO THE SHORELINE SETBACK PRIOR TO COMMENCING WITH FOOTING EXCAVATION.

AutoCAD SHX Text CABIN UNIT LIMITS OF CONSTRUCTION AND NPS PRE-MOBILIZATION CLEARING SHALL BE 30-FEET BEYOND THE FOOTPRINT OF THE CABIN UNIT (TYPICAL OF ALL 4 CABINS)

AutoCAD SHX Text N A M A K A N L A K E

AutoCAD SHX Text THE 150-FOOT SHORELINE SETBACK SHALL BE ADHERED TO FOR ANY PLACEMENT OF SATELLITE TOILET, FUELS AND REFUELING EQUIPMENT OR GENERATORS, OR ANY OTHER CHEMICAL OR FLUID PRODUCT STAGING (SEALANTS, STAINS, ADHESIVES, ETC). ALL CONCRETE MIXING FOR FOOTINGS, WHERE REQUIRED, SHALL ALSO TAKE PLACE FURTHER THAN 150-FEET FROM SHORE. SETBACK REQUIREMENTS FOR ECOLOGICAL WATER QUALITY IMPACT PREVENTION WITHIN THE LAKE. AVOIDANCES AND LIMITATIONS NOTED SHALL ALSO BE APPLIED TO PLACING POTENTIAL WATER CONTAMINANTS WITHIN IDENTIFIED DRAINAGE WAYS WITHIN THE PROJECT AREA.

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BASE BID CABIN UNIT

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BASE BID CABIN UNIT

BID OPTION 1 ADDITIONAL FOURTH CABIN UNIT

CAMPER CABIN SALIENT CHARACTERISTICS (CONTINUED)

CAMPER CABIN BASIS OF DESIGN :

1. THE CAMPER CABINS FOR THIS PROJECT, (3) BASE BID UNITS AND (1)BID OPTION 1 UNIT, ARE INTENDED TO BE A MANUFACTURER SHOP

FABRICATED KIT, DELIVERED IN PIECES AND ASSEMBLED ON SITE, PREDOMINANTLY BASED ON A STANDARD CABIN UNIT OFFERING BY A

MANUFACTURER THAT REGULARLY CONSTRUCTS CABIN DWELLING UNITS. THE CABIN UNITS ARE TO CONSIST OF A WOOD LOG OR

ENGINEERED WOOD LOG EXTERIOR WALL STRUCTURE, OR OTHER APPROVED EQUIVALENT FRAMING AND HALF LOG SIDING WHICH

RETAINS A DOMINANT 'LOG CABIN' AESTHETIC. INTERIOR WALL CONSTRUCTION TO BE EITHER FULL LOG OR WOOD STUD FRAMED WITH

WOOD T&G WALL PLANK FINISH FOR DURABILITY. FLOORING STRUCTURE TO BE WOOD JOIST AND BEAM TYPE STRUCTURE WITH WOOD

FLOORING SYSTEM. ROOFING TO BE WOOD BEAM/TIMBER EXPOSED OR DIMENSIONAL LUMBER RIDGE AND RAFTER CONCEALED FRAMING

WITH ASPHALT SHINGLE ROOFING SYSTEM.

2. THE BASIS OF DESIGN OF THE CAMPER CABINS IS BY CONESTOGA LOG CABINS AND HOMES OF LEBANON, PA.

(www.conestogalogcabins.com), 'ASPEN' MODEL, WITH MODIFICATIONS TO MEET THE DESIGN CHARACTERISTICS PROVIDED WITHIN THESE

CONSTRUCTION DOCUMENTS. APPROVAL OF EQUIVALENT MANUFACTURERS AND MODELS MAY BE ACCEPTED PROVIDED THE SALIENT

CHARACTERISTICS DEFINED HEREIN ARE MET OR EXCEEDED TO THE SATISFACTION OF THE CONTRACTING OFFICER. ALL PROPOSED

MANUFACTURER CABIN UNITS SHALL BE SUBMITTED AS SHOP DRAWINGS AND PRODUCT INFORMATION TO THE CO/COR FOR REVIEW

AND APPROVAL BY THE CO IN WRITING. REFER TO SPECIFICATION 01 10 00 PART 9 FOR SUBMITTAL AND APPROVED EQUALS

REQUIREMENTS.

3. UPON SUBMITTAL OF COMPLETE MANUFACTURER CABIN UNIT SHOP DRAWINGS, ASSEMBLY MANUALS, AND DESIGN CALCULATIONS BY

MINNESOTA LICENSED STRUCTURAL ENGINEER, THE SUBMITTAL WILL BE REVIEWED AND DETERMINED WHETHER IT MEETS OR EXCEEDS

THE SALIENT CHARACTERISTICS AND LEVEL OF PERFORMANCE DEFINED WITHIN THESE CONSTRUCTION DOCUMENTS. ONCE THE

SUBMITTED PROPOSED CABIN UNIT IS APPROVED IN WRITING BY NPS, THE MANUFACTURER'S INSTALLATION AND ASSEMBLY MANUALS

SHALL BE ADHERED TO IN CONSTRUCTING THE UNITS. CABIN UNIT PLANS AND ELEVATIONS DEFER TO MANUFACTURER'S INSTRUCTIONS

ONCE APPROVED.

4. CUSTOM BUILD ALTERNATIVE DELIVERY METHODS (NOT UTILIZING A CABIN MANUFACTURER KIT OFFERING), IF PROPOSED BY THE

CONSTRUCTION CONTRACTOR, WILL BE EVALUATED FOR EQUIVALENCY DETERMINATION IN SAME PROCESS AS ALTERNATIVE

MANUFACTURER PREPARED KIT UNITS. MEETING SALIENT CHARACTERISTICS, DESIGN INTENT, AND LEVEL OF PERFORMANCE HEREIN SHALL

BE THOROUGHLY DEMONSTRATED IN SUBMITTAL TO THE CONTRACTING OFFICER FOR DETERMINATION OF EQUIVALENCY.

5. THE CONTRACTOR SHALL COORDINATE WITH CABIN UNIT MANUFACTURER TO CONFIRM ALL MATERIALS THAT ARE INCLUSIVE TO THE

PACKAGE KIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL MATERIALS AND INSTALLATION METHODS NOT PROVIDED

BY THE CABIN UNIT MANUFACTURER BUT ARE REQUIRED TO CONSTRUCT A COMPLETE AND CODE COMPLIANT (SEE RESPECTIVE CODES

BELOW) CABIN DWELLING UNIT MEETING THE SALIENT CHARACTERISTICS IDENTIFIED HEREIN.

6. CABIN UNITS SHALL MEET THE RANGE OF SIZES IDENTIFIED ON THESE CONSTRUCTION DRAWINGS. UNITS SMALLER THAN THE RANGE ARE

DETERMINED BY NPS TO NOT MEET THE LEVEL OF GUEST ACCOMMODATION INTENDED. UNITS LARGER THAN THE RANGE DEFINED

HEREIN MAY HAVE SITE FOOTPRINT DISTURBANCE GREATER THAN IS REASONABLY ACCEPTABLE TO NPS. THE CABIN UNITS SHALL PROVIDE

THE FOLLOWING BASIC PROVISIONS:

A. A COVERED PORCH THAT ALLOWS FOR OUTDOOR SEATING FOR UP TO 6 INDIVIDUALS.

B. A SINGLE FRONT ROOM FOR GATHERING FOR UP TO 6 INDIVIDUALS AND OVERFLOW SLEEPING.

C. A SINGLE BACK ROOM WITH PASSAGE DOOR FOR SLEEPING AND STORAGE OF GUEST'S GEAR.

D. TOTAL SLEEPING ACCOMMODATION FOR 6 ADULTS (REAR SLEEPING ROOM AND OVERFLOW IN FRONT GATHERING ROOM IF

NECESSARY).

7. THE CABIN UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WTIH THE 2021 INTERNATIONAL BUILDING CODE. ELECTRICAL

INSTALLATION SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE. ACCESSIBILITY SHALL BE COMPLIANT WITH THE 2015

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS). ENERGY CONSERVATION SHALL FOLLOW THE 2018 INTERNATIONAL

ENERGY CONSERVATION CODE (IECC).

8. THE PROJECT LOCATION IS WITHIN IBC IDENTIFIED CLIMATE ZONE 7 AND SHALL PROVIDE AND DEMONSTRATE, BY PRODUCT DATA

SUBMITTAL TO CO FOR APPROVAL, PROVISION OF THE FOLLOWING INSULATION VALUES:

CEILING/ROOF: R-60

WOOD FRAMED WALLS: R-20

MASS WALL: R-19/21

FLOOR JOIST/FRAMING: R-38

EXTERIOR DOOR U-VALUE: 0.30 MAX

GLAZED FENESTRATION U-VALUE: 0.27 MAX

9. AS PART OF THE SUBMITTAL PROCESS, THE CABIN MANUFACTURER SHALL PROVIDE DESIGN VERIFICATION BY A MINNESOTA LICENSED

STRUCTURAL ENGINEER AND SEALED DOCUMENTS TO ACKNOWLEDGE PROPERLY SIZED FOOTING REQUIREMENTS, STRUCTURAL MEMBERS

MATERIALS AND SIZES, SPANS AND BEARING LOCATIONS, AND ALL OTHER INFORMATION NECESSARY TO VALIDATE A PROPERLY

STRUCTURALLY DESIGNED CABIN UNIT.

10. THE FOLLOWING AMENITIES SHALL BE PROVIDED BY NPS AND NOT INCLUDED IN THIS CONSTRUCTION CONTRACT:

A. TREE CLEARING OF CABIN AREA (CABIN FOOTPRINT + 30')

B. FURNITURE WITHIN THE CABIN UNITS, INCLUDING BEDS.

C. WINDOW CURTAIN OR SHADE COVERINGS (WINDOW UNITS BY CONTRACTOR)

D. EXTENSION OF PRIMARY ELECTRICAL SERVICE FROM NPS SOURCE TO CONTRACTOR PROVIDED AND INSTALLED EXTERIOR ELECTRICAL

DISCONNECT SWITCH BOX.

E. PORCH STEPS EXTENDING DOWN TO GRADE (NPS TO ANCHOR TO CONTRACTOR CONSTRUCTED PORCH WOOD RIM JOIST SUITABLE

TO RECEIVE STEPS)

F. ALL SITE WALKWAYS, VEGETATIVE RESTORATION, VAULT TOILET AND DOCK (SHOWN ON SITE PLAN FOR

INFORMATIONAL PURPOSES ONLY). THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HAND RAKED FINISH GRADING AND SITE

CLEAN UP OF ALL CONSTRUCTION DEBRIS AND DISTURBANCE CREATED AROUND THE CABIN CLEARINGS AND STAGING AREAS FOR THE

SITE TO BE READY FOR NPS DISTRIBUTION OF DUFF MATERIAL AND RE-VEGETATION.

CABIN REQUIRED DESIGN CRITERIA - FLOOR PLAN

CABIN REQUIRED DESIGN CRITERIA - ROOF PLAN

CABIN REQUIRED DESIGN CRITERIA - FRONT ELEVATION CABIN REQUIRED DESIGN CRITERIA - SIDE ELEVATION CABIN REQUIRED DESIGN CRITERIA - REAR ELEVATION

CAMPER CABIN SALIENT CHARACTERISTICS:

THE FOLLOWING CATEGORIES AND CRITERIA ON THIS SHEET, SHEET A-2 AND SHEET A-3 ARE INTENDED TO BE THE BASELINE LEVEL OF QUALITY

AND FINISH FOR PERFORMANCE WHICH THE COMPLETED DELIVERABLE PRODUCT SHALL MEET OR EXCEED. THESE APPLY TO BOTH (3) BASE BID

CABIN UNITS AND (1) ADDITIONAL BID OPTION 1 CABIN UNIT. DEVIATIONS FROM THE SALIENT CHARACTERISTICS PROVIDED HEREIN MAY BE

ACCEPTABLE IF APPROVED BY THE CONTRACTING OFFICER AND ARE DUE TO MEETING CODE REQUIREMENTS, STRUCTURAL DESIGN NEEDS, OR

MATERIAL CONSIDERATIONS WHICH RETAIN THE LOG CABIN AESTHETIC INTENDED AND NOT COMPROMISE THE LEVEL OF QUALITY AND LEVEL

OF PERFORMANCE OF THE FINISHED PRODUCT.

FLOOR STRUCTURE AND FLOORING:

1. FLOOR STRUCTURE SHALL CONSIST OF PRESSURE TREATED, ROT

RESISTANT LUMBER SIZED TO SUPPORT 2021 IBC STRUCTURAL CODE

REQRUIEMENTS. PENDING SPANS, JOISTS TO BE 2X10 @ 16" O.C. OR

AS SUBSTANTIATED BY MANUFACTURER STRUCTURAL ENGINEER'S

SEALED DOCUMENTS,1'-0" MIN. OVERLAP AT SPAN SPLICES IF

OCCURRING. PRIMARY STRUCTURAL TIMBER BEAMS TO CARRY JOIST

SYSTEM AS DIRECTED BY CABIN MANUFACTURER STRUCTURAL

ENGINEER. FASTENERS TO BE 16d FRAMING NAILS OR GREATER.

BLOCKING BETWEEN JOISTS AT 4'-0" OR BETTER.

2. PROVIDE RIGID INSULATION BELOW FLOOR BOARDS BETWEEN

JOISTS TO A THICKNESS RESULTING IN R-38 VALUE. SECURE IN PLACE

AND CONCEAL WITH SYNTHETIC, FIBER CEMENT BOARD OR MARINE

GRADE PRESSURE TREATED PLYWOOD TO CONCEAL INSULATION

AND PROTECT FROM WEATHER OR WILDLIFE INTERFERENCE FROM

THE UNDERSIDE OF THE CABIN. PROVIDE VABOR BARRIER ON WARM

SIDE OF FLOOR FRAMING.

WALLS:

1. EXTERIOR WALL SYSTEM SHALL BE ONE OF THE FOLLOWING:

- AN ENGINEERED LOG TYPE PRODUCT SYSTEM WITH INCORPORATED TONGUE AND

GROOVE STACK ASSEMBLY TO MINIMIZE THE LOCATIONS FOR REQUIRED CAULKING

OR CHINKING BETWEEN LOGS.

- A STUD WALL FRAMING SYSTEM WITH LOG ROUND WOOD SIDING TO REPLICATE A

LOG CABIN AESTHETIC. INTERIOR WALL FINISHING TO BE 5/8" OR GREATER TONGUE

AND GROOVE WALL PLANKING OR LOG TYPE PLANKING TO FULLY CONCEAL STUD

FRAMING SYSTEM.

-WOOD PRODUCT FOR EXTERIOR LOG WALL/LOG ROUND SIDING SHALL BE YELLOW

PINE, FIR, OR BETTER. ALL WOOD LOG WALL MEMBERS SHALL MEET CRITERIA

OUTLINED BY ASTM D3957, STANDARD PRACTICES FOR ESTABLISHING STRESS

GRADES FOR STRUCTURAL MEMBERS USED IN LOG BUILDINGS, PROVIDE WOOD

THAT IS KILN DRIED TO A15% OR BELOW MOISTURE CONTENT, BE 19% OR BELOW

FOR FUNGI THRESHOLD AND WITHIN OTHER WARP, KNOT, AND IMPERFECTION

TOLERANCES OF LOG TIMBER CONSTRUCTION STANDARDS. SUBMIT ALL DATA OF

WOOD GRADING AND QUALITY CONTROL STANDARDS FOLLOWED BY CABIN UNIT

MANUFACTURER.

- IN EVENT FULL LOG CONSTRUCTION IS PROPOSED AND APPROVED BY

CONTRACTING OFFICER, ALL LOG WALL CONSTRUCTION SHALL MEET SAME CRITERIA

AS ENGINEERED OR FRAMED AND LOG SIDED ALTERNATIVES. IN ADDITION, ALL NEW

LOGS THAT DO NOT HAVE AN INTEGRATED TONGUE AND GROOVE TYPE TIGHT

FITTING SHALL RECEIVE BROWN OILED OAKUM WORKED INTO VOID WEDGE SPACE

BETWEEN LOGS - FULL CONTINUOUS STRAND FULL LENGTH WITH NO GAPS.

ENGINEERED LOGS WITH INTEGRATED TIGHT FITTING SEALED SYSTEM WILL NOT BE

REQUIRED TO RECEIVE OILED OAKUM UNLESS CALLED FOR BY CABIN UNIT

MANUFACTURER.

-EXTERIOR WOOD SHALL RECEIVE BORON SODIUM OXIDE BASED COMMERCIALLY

AVAILABLE WOOD PRESERVATIVE SPECIFICALLY MANUFACTURED FOR USE IN

EXTERIOR WOOD APPLICATIONS OR DEMONSTRATED APPROVED EQUIVALENT

EXTERIOR WOOD PRESERVATIVE MEETING OR EXCEEDING LEVEL OF PERFORMANCE,

LIFE CYCLE, AND MAINTENANCE RE-APPLICATION CAPABILITIES OF BORON SODIUM

OXIDE BASED PRODUCT. SUBMIT PRODUCT INFORMATION TO CO FOR APPROVAL.

-EXTERIOR WALL FASTENERS SHALL BE CONCEALED AND OF SIZE AND MATERIAL TO

PROVIDE A SECURE AND DURABLY FASTENED STRUCTURE. FOLLOW CABIN

MANUFACTURER'S SPECIFIED FASTENER MATERIAL AND METHODS TO FULL EXTENT

AS DIRECTED BY MANUFACTURER.

-EXTERIOR WALL SYSTEM SHALL INCORPORATE INSULATION METHODS TO ACHIEVE

R-20 INSULATION RATING TO MEET REQUIREMENTS WITHIN CLIMATE ZONE 7.

2. INTERIOR WALL SYSTEM SHALL BE ONE OF THE FOLLOWING:

- FULL LOG OR 2X4 STUD WALL FRAMED WITH 5/8" OR GREATER TONGUE AND

GROOVE WALL PLANKING OR LOG TYPE PLANKING TO FULLY CONCEAL STUD

FRAMING SYSTEM. PLYWOOD OR SHEET FORM WOOD PANELING WILL NOT BE

ALLOWED. EXTEND INTERIOR WALL TO CEILING STRUCTURE.

- FINISH INTERIOR WALL WITH OIL BASED, OIL MODIFIED BASED, OR WATER BASED

POLYURETHANE PRODUCT SPECIFICALLY FOR INTERIOR WOOD FINISH APPLICATIONS.

SUBMIT PRODUCT INFORMATION TO CO FOR APPROVAL. MATTE FINISH. APPLY PER

MANUFACTURER'S SPECIFICATIONS. MINIMUM 2 COATS. ACCEPTABLE PRODUCTS:

- RUST-OLEUM 'VARATHANE' ULTIMATE

- BONA MEGA WOOD FINISH

- ZAR 33912

- DURA SEAL 310

- CONTINENTAL POLYSEAL

- MINWAX POLYCRYLIC

- CO APPROVED EQUIVALENT

PORCH FRAMING AND DECKING:

1. PORCH FRAMING STRUCTURE SHALL CONSIST OF PRESSURE TREATED,

ROT RESISTANT LUMBER SIZED TO SUPPORT 2021 IBC STRUCTURAL CODE

REQRUIEMENTS. PENDING SPANS, JOISTS TO BE 2X10 @ 16" O.C. OR

SUBSTANTIATED SIZE BY MANUF. STRUCTURAL ENGINEER'S SEALED

DOCUMENTS, 1'-0" MIN. OVERLAP AT SPAN SPLICES IF OCCURRING.

PRIMARY STRUCTURAL TIMBER BEAMS TO CARRY JOIST SYSTEM IF

DIRECTED BY CABIN MANUFACTURER STRUCTURAL ENGINEER.

FASTENERS TO BE 16d FRAMING NAILS.

2. DECKING TO BE TREATED 2X6 DECK BOARDS(ACQ OR AC2) OR CEDAR.

FIT HAND TIGHT (FOR GAPPING AS SEASONING OCCURS), FASTENED TO

JOISTS BY GRX LAGS OR 3-INCH TREATED LUMBER DECK SCREWS.

3. RAILING TO BE 42-INCH IN HEIGHT AND CONSTRUCTED OF 1X PICKETS

OR SLATS AND 2X4 RAILS ALL OF TREATED LUMBER (ACQ OR AC2) OR

CEDAR. MAXIMUM 4-INCH CLEAR BETWEEN PICKETS/SLATS.

4. PORCH PERIMETER TO BE 2X10 OR GREATER SKIRT BOARD WITH RIM

JOIST TO RECEIVE STEP STRINGERS. STEPS TO BE BY NPS (NOT IN

CONTRACT).

ROOFING:

1. ROOF FRAMING SHALL BE LAMINATED BEAMS, TRUSSES, OR 2X RIDGE

AND RAFTER ROOF SYSTEM SIZED AND MATERIAL SPECIFIED BY CABIN

MANUFACTURER STRUCTURAL ENGINEER.

2. ROOF SHEATHING TO BE 2X6 TONGUE AND GROOVE PINE BOARDS, 5/8"

ROOF SHEATHING WITH INTERIOR FACING 1X6 T&G PLANKING, OR

SIMILAR TO RETAIN INTERNAL CABIN FINISH AESTHETIC. SEE WALL

SALIENT QUALITIES FOR POLYURETHANE FINISH TO APPLY TO INTERIOR

CEILING WOOD FINISH MEMBERS.

3. EXTERIOR EXPOSED RAFTER TAILS, IF PART OF MANUFACTURER UNIT

DESIGN, SHALL RECEIVE EXTERIOR COATING THAT IS APPLIED TO

EXTERIOR WALL CONSTRUCTION (IF NO WOOD SOFFIT IS PART OF THE

UNIT).

4. ROOFING SYSTEM SHALL BE 30-YEAR ARCHITECTURAL GRADE ASPHALT

SHINGLES. SEE BASIS OF DESIGN WALL AND ROOF SECTION ON SHEET A-2

AND SPECIFICATION SECTION 073113 FOR ADDITIONAL REQUIRED LEVEL

OF FINISH AND QUALITY FOR THE CABIN UNITS.

5. ROOF SHALL RECEIVE INSULATION MEETING A VALUE OF R-60 WITH

VAPOR BARRIER ON WARM SIDE OF ROOF STRUCTURE.

DIMENSIONS AND PLACEMENT OF VARIOUS

AMENITIES (DOORS, WINDOWS, ELECTRICAL, ETC)

MAY ACCEPTABLY VARY FROM WHAT IS SHOWN ON

THIS SHEET FROM THE PROVIDED MANUFACTURER

UNIT APPROVED AS EQUIVALENT BY NPS. INTENT

OF DRAWINGS ARE TO DEMONSTRATE THE SCALE,

QUANTITIES, AND LEVEL OF QUALITY THAT WILL BE

REQUIRED TO MEET THE SALIENT CHARACTERISTICS

OF ACCEPTABLE CABIN UNITS.

3. FINISH FLOOR OVER JOIST SYSTEM TO BE 2X6 MINIMUM

TONGUE AND GROOVE FLOORING PLANKS. YELLOW PINE OR

BETTER SPECIES. A 5/8'" PLYWOOD SHEATHING WITH 3/4" T&G

HARDWOOD FLOORING PLANKS IS AN ALLOWABLE ALTERNATIVE

FLOORING SYSTEM.

4. FRAMING FASTENERS SUITABLE FOR TREATED FRAMING

LUMBER, 2 3/8" , .113 GA. SMOOTH SHANK MEETING INDUSTRY

STANDARDS.

5. FINISH INTERIOR FLOOR WITH OIL BASED OR OIL MODIFIED

BASED POLYURETHANE PRODUCT SPECIFICALLY IDENTIFIED FOR HIGH

TRAFFIC FLOORING APPLICATIONS. SUBMIT PRODUCT INFORMATION FOR

APPROVAL BY THE CO. MATTE FINISH. APPLY PER MANUFACTURER'S

SPECIFICATIONS. MINIMUM 2 COATS. ACCEPTABLE PRODUCTS:

- BONA MEGA WOOD FLOOR FINISH

- ZAR 33912

- DURA SEAL 310

- MINWAX 710330000

- CO APPROVED EQUIVALENT

WINDOWS:

1. WINDOW UNITS AS SHOWN ON THE DRAWINGS ARE TO DEMONSTRATE

A MINIMUM EXTENT OF GLAZING, SIZE, AND NUMBER OF UNITS THAT SHALL BE

INCLUDED IN THE PACKAGE BY THE CABIN MANUFACTURER. VARIANCE THAT

EXCEEDS THE MINIMUM SHOWN, IF PART OF THE MANUFACTURER'S STANDARD

OFFERINGS, ARE ALLOWED.

2. WINDOWS SHALL BE OPERABLE. WINDOWS SHALL HAVE SCREENS

INCLUDED IN THE WINDOW PACKAGE. WINDOW UNITS SHALL HAVE AN

INTERIOR LATCH MECHANISM. AT A MINIMUM, THE WINDOW WITHIN THE BUNK

ROOM SHALL MEET THE 2021 INTERNATIONAL FIRE CODE (IFC) AND 2021

INTERNATIONAL BUILDING CODE (IBC) FOR EMERGENCY EGRESS.

3. WINDOW UNITS SHALL BE OF A QUALITY TO MEET OR EXCEED VINYL,

PVC, OR FIBERGLASS CLAD WOOD AND BASIS OF DESIGN EQUIVALENCIES TO

PELLA WINDOWS 350 SERIES, ANDERSON WINDOWS 100 SERIES, OR APPROVED

EQUIVALENT MANUFACTURER LEVEL OF PERFORMANCE. SUBMIT PRODUCT

DATA TO CO FOR APPROVAL.

4. ALL WINDOW UNITS SHALL RECIEVE1X WOOD TRIM (PINE, CEDAR, OR

BETTER) ON BOTH FACES OF WALL AND APPLY RESPECTIVE PRESERVATIVE

FINISH APPLIED TO THE EXTERIOR AND INTERIOR FACES OF THE CABIN WALLS.

DOORS:

1. EXTERIOR DOOR SHALL BE 3'-0" X 6'-8" INSULATED STEEL DOOR (U-VALUE 0.30

MAX) WITH IN-SWING 3-HINGE CONNECTION. EXTERIOR DOOR FRAMING

SHALL BE SOLID WOOD PRIMED AND PAINTED. INTERIOR AND EXTERIOR

FACES OF WALL AT DOOR FRAMES SHALL HAVE 1X WOOD TRIM (PINE,

CEDAR, OR BETTER) FINISHED WITH RESPECTIVE INTERIOR OR EXTERIOR

WOOD PRESERVATIVE COATINGS PER EXPOSURE OF THE TRIM.

2. INTERIOR DOOR SHALL BE 2'-8" (3'-0" ON ABAAS UNIT) X 6'-8" SOLID WOOD OR

STEEL WITH 3-HINGE SWING. PROVIDE 1X WOOD TRIM BOTH SIDES OF WALL.

FINISH DOOR (WOOD CONDITION) AND TRIM WITH INTERIOR WOOD

PRESERVATIVE COATING MATCHING INTERIOR WALL SYSTEM. ABA

COMPLIANT INTERIOR DOOR SIZE ON ALL 4 UNITS IS ACCEPTABLE.

3. EXTERIOR DOOR SHALL HAVE ABAAS COMPLIANT ENTRY TYPE LEVER

HARDWARE/LOCKSET AND SEPARATE DEAD-BOLT LOCK ASSEMBLY. DOOR

HARDWARE SHALL HAVE EASY CORE INTERCHANGEABILITY BY BEST ACCESS

SYSTEMS OR EQUIVALENT. SUBMIT DOOR HARDWARE PRODUCT DATA TO CO

FOR APPROVAL.

4. INTERIOR DOOR SHALL HAVE ABAAS COMPLIANT LEVER HARDWARE AND

NO DOOR LOCK ASSEMBLY. ABAAS HARDWARE TYPICAL ALL 4 CABIN UNITS.

AutoCAD SHX Text OPERABLE WINDOW (SLIDE CASEMENT SHOWN. DBL HUNG ACCEPTABLE ALTERNATIVE.) 3'-0"W x 2'-6"H OR GREATER. TOP OF WINDOW AT 6'-8" ABOVE FINISH FLOOR. PROVIDE 1X NOMINAL WOOD TRIM - PROVIDE WINDOW WITHIN ONE SIDE ELEVATION MINIMUM.

AutoCAD SHX Text

ENGINEERED LOG EXTERIOR WALL SYSTEM WITH POLYURETHANE EXTERIOR COATING.

AutoCAD SHX Text 4X4 NOMINAL WOOD POST MINIMUM PORCH COLUMNS OR GREATER AS PER MANUFACTURER'S STRUCTURAL ENGINEERING DESIGN

AutoCAD SHX Text PIER FOOTING SYSTEM BY CONTRACTOR - SEE DETAILS AND DESIGN PERFORMANCE NOTES SHEET A-2

AutoCAD SHX Text

6:12 OR 8:12

AutoCAD SHX Text

PIER FOOTING SYSTEM - SEE DETAILS AND DESIGN PERFORMANCE NOTES SHEET A-2

AutoCAD SHX Text

ENGINEERED LOG EXTERIOR WALL SYSTEM WITH POLYURETHANE EXTERIOR COATING.

AutoCAD SHX Text OPERABLE WINDOW (SLIDE CAEMENT SHOWN. DBL HUNG ACCEPTABLE ALTERNATIVE.) 3'-0"W x 2'-6"H OR GREATER. TOP OF WINDOW AT 6'-8" ABOVE FINISH FLOOR. PROVIDE 1X NOMINAL WOOD TRIM

AutoCAD SHX Text STEPS AND STEP STRINGERS TO BE CONSTRUCTED BY NPS. CONTRACTOR TO PROVIDE DOUBLE 2x10 WOOD RIM JOIST AT PERIMETER OF PORCH FOR NPS TO ATTACH TO

AutoCAD SHX Text 42" H PORCH RAILING WITH 2X WOOD TOP RAIL. WOOD PICKET SYSTEM WITH GAPS 4" MAX BETWEEN SLATS

AutoCAD SHX Text

3'-0" X 6'-8" METAL INSULATED ENTRY DOOR WITH LEVEL HANDLE AND DEADBOLT

AutoCAD SHX Text

6:12 OR 8:12

AutoCAD SHX Text EGRESS WINDOW COMPLIANT WITH APPLICABLE BUILDING AND FIRE CODE OUT OF REAR SLEEPING ROOM

AutoCAD SHX Text

30-YR ASPHALT SHINGLE ROOFING SYSTEM

AutoCAD SHX Text OPERABLE WINDOW - ALLOWABLE LOCATION MAY VARY. 2 WINDOWS IN FRONT ROOM MINIMUM (FRONT AND ONE SIDE OR BOTH SIDE WALLS ACCEPTABLE)

AutoCAD SHX Text

OPERABLE WINDOW

AutoCAD SHX Text 3'-0" PASSAGE DOOR (ABA CABIN UNIT / 32" MIN OTEHRWISE) (LOCATION ALONG WALL MAY VARY PROVIDED 2-BUNK BED CONFIGURATION IS ACCOMMODATED)

AutoCAD SHX Text

3'-0" INSULATED ENTRY DOOR

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INTERIOR UN-INSULATED WALL

AutoCAD SHX Text EXTERIOR ENGINEERED LOG WALL WITH INSULATED INTERIOR FACE (OR APPROVED PER SALIENT CHARACTERISTICS)

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5/4" THICKDECK OR BETTER PORCH FLOORING

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STEPS AND STEP RAIL TO BE CONSTRUCTED BY NPS

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PORCH RAILING BY CABIN MANUFACTURER AND CONSTRUCTED BY CABIN CONTRACTOR

AutoCAD SHX Text

LIVING ROOM

AutoCAD SHX Text SEE CABIN PERFORMANCE CRITERIA NOTES THIS SHEET FOR FURTHER INFORMATION ON REQUIRED MATERIALS AND COMPONENTS

AutoCAD SHX Text

5' ABA CLR. TURNING DIAMETER (1 CABIN UNIT MIN.)

AutoCAD SHX Text

SLEEPING ROOM TO ACCOMMODATE 2 TWIN SIZE BUNK BEDS (BEDS BY NPS)

AutoCAD SHX Text

OPERABLE WINDOW - BUILDING CODE COMPLIANT EGRESS SIZE AND SILL HEIGHT FROM FLOOR

AutoCAD SHX Text SEE CABIN PERFORMANCE CRITERIA NOTES SHEET A-3 FOR FURTHER INFORMATION ON REQUIRED ELECTRICAL PROVISIONS

AutoCAD SHX Text ROOF STRUCTURE TO BE A SINGLE GABLE CONFIGURATION WITH 6:12 OR 8:12 PITCH WITHOUT PENETRATIONS (EXCEPTION OF RIDGE VENT IF PART OF CABIN MANUF. UNIT)

AutoCAD SHX Text SEE CABIN PERFORMANCE CRITERIA NOTES THIS SHEET FOR FURTHER INFORMATION ON REQUIRED ROOFING CRITERIA

AutoCAD SHX Text ROOF STRUCTURE SHALL EXTEND OVER PORCH. GABLE OVERHANG BEYOND PORCH LIMITS ACCEPTABLE BUT NOT REQUIRED

AutoCAD SHX Text ROOF OVERHANG AROUND CABIN EXTERIOR SIDES AND REAR 8" MIN TO 16" MAX OR AS APPROVED BY CONTRACTING OFFICER IN WRITING

AutoCAD SHX Text C:\Users\tbentley\Desktop\VOYA KF Camper Cabins\VOYA-KF_A-1_CABIN LAYOUT AND CHARACTERISTICS.dwg

AutoCAD SHX Text

2/2/2023 10:22:30 AM

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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AutoCAD SHX Text Date

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AutoCAD SHX Text Sheet

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 2-2-2023

AutoCAD SHX Text

TLB

AutoCAD SHX Text KETTLE FALLS CAMPER CABINS VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA

AutoCAD SHX Text

AutoCAD SHX Text 172 80072

AutoCAD SHX Text 32 63 72

AutoCAD SHX Text A-1

AutoCAD SHX Text

CAMPER CABIN BASIS OF DESIGN AND CHARACTERISTICS

AutoCAD SHX Text

CAMPER CABINS REQUIRED BASIS OF DESIGN CRITERIA

AutoCAD SHX Text

AutoCAD SHX Text A-1

1/4" = 1'-0"

FOOTINGS:

1. THE EXPECTED SITE CONDITIONS ARE A MIX OF LOWLAND, HIGHLY

ORGANIC LOAMY SOILS AND VARIED EXTRUSIONS OR DEPOSITS OF

BEDROCK. FROST DEPTH FOR THE PROJECT LOCATION IS 60-INCHES

IN DEPTH. GRADIENT EXPECTED TO BE IRREGULAR AND FALL A

MAXIMUM 3'-0" OR LESS FROM FRONT TO BACK OF CABIN LONG

DIMENSION. THE FOOTING CRITERIA PROVIDED ARE BASIS OF

DESIGN MINIMUMS FOR EXPECTED FOOTING SOLUTIONS. DETAILS

ON SHEET A-2 DEPICT ALTERNATIVES IN FULL SOIL TO FROST DEPTH

AS WELL AS ENCOUNTERED BEDROCK WHICH REDUCES THE DEPTH

OF PIER FOOTING.

2. PIER FOOTING SIZE, METHOD, AND DEPTH MAY VARY FROM WHAT

IS PROVIDED HERE ON SHEET A-2 AS BASIS OF DESIGN MODIFIED

TO CABIN MANUFACTURER'S STRUCTURAL ENGINEER SPECIFIED

DESIGN COVERED BY THEIR SEAL.

3. THE DESIGN OF THE MANUFACTURER'S CABIN UNIT WILL

DETERMINE THE RESULTING VERTICAL BEARING LOADS THAT WILL

DICTATE THE SIZE NUMBER, AND POSITIONING OF REQUIRED PIER

FOOTINGS.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 9, 2023.