B08_Solicitation_Attach_2__Drawing.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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STANTON

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LOWER

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HIDATSA

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SITE

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SAKAKAWEA

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SITE

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BIG

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HIDATSA

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SITE

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MISSOURI RIVER

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MERCER

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CO.

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CO.

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KNIFE

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RIVER

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STANTON

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CEMETERY

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HQ.

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MAINTENANCE

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FACILITY

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TO

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(8 MILES)

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TO

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KNIFE RIVER INDIAN VILLAGES NHS

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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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INTERPRETIVE SHELTER

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MERCER

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NORTH DAKOTA

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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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STANTON

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NORTH DAKOTA

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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 Construction Drawing Not Preceded

AutoCAD SHX Text Approved by Superintendent on

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REVISION

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PMIS - 246829

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REGIONAL MAP PROJECT LOCATION

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MWR

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PROJECT AREA

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KNIFE RIVER INDIAN VILLAGES NHS

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INTERPRETIVE SHELTER IMPROVEMENTS

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 L0-1 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS L0-1 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS 3 L1-0 SHELTER REMOVALS PLAN AND ELEVATIONS L1-0 SHELTER REMOVALS PLAN AND ELEVATIONS SHELTER REMOVALS PLAN AND ELEVATIONS 4 L2-0 SHELTER RESTORATION PLAN AND ELEVATIONS L2-0 SHELTER RESTORATION PLAN AND ELEVATIONS SHELTER RESTORATION PLAN AND ELEVATIONS 5 L3-0 CONSTRUCTION DETAILS L3-0 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 6 E1-0 ELECTRICAL PLANS AND SCHEDULES E1-0 ELECTRICAL PLANS AND SCHEDULES ELECTRICAL PLANS AND SCHEDULES 7 E1-1 ELECTRICAL SPECIFICATIONS E1-1 ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS 8 E1-2 ELECTRICAL SPECIFICATIONS E1-2 ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS

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SHEET INDEX

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INTERPRETIVE SHELTER - PROJECT PRIMARY AREA

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PARK

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MAP

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VISITOR CENTER (POINT OF ELECTRICAL ROUTING TO SHELTER)

AutoCAD SHX Text CONTRACTOR STAGING AREA AND PARKING - COORDINATE ANY ADDITIONAL REQUIRED AREA WITH COR.

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CONTRACTOR TO MAINTAIN OPEN DRIVE LANE TO PARK AND PUBLIC USE

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COUNTY ROAD 37 QUARTER MILE NORTH OF STANTON, ND

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SITE LOCATION AERIAL MAP

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EARTHLODGE INTERPRETIVE STRUCTURE

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NO SCALE

T. BENTLEY

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. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN FORM. SUBMIT ALL COMMUNICATION REQUESTS TO COR / CO AND ONLY WRITTEN RESPONSES FROM THE CO OR COR

WILL BE CONSIDERED APPROVED/AUTHORIZED.

14. THE GOVERNMENT WILL NOT BE RESPONSIBLE TO PAY FOR ANY UN-APPROVED MATERIALS NOR MATERIALS NOT

INCORPORATED INTO THE SCOPE OF THE PROJECT WORK.

15. 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.

16. CONTINUOUS ACCESS WITHIN THE PARKING AREA AND CIRCULATION, WALKWAY AND ACCESS TO THE VISITOR CENTER SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND CONSTRUCTION OF THE PROPOSED WORK. ANY NECESSARY TEMPORARY OBSTRUCTIONS OR CLOSURES SHALL BE APPROVED BY COR IN WRITING PRIOR TO COMMENCING WITH

THE INTERRUPTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE PUBLIC AND PARK STAFF AT ALL TIMES WHILE WORKERS, EQUIPMENT OR MATERIALS ARE PRESENT ON SITE. THE CONTRACTOR SHALL PROACTIVELY PROVIDE MEASURES WHICH MAY INCLUDE ORANGE CONSTRUCTION FENCING, HIGH VISIBILITY WARNING RIBBON, SIGNS, TARPS, PLYWOOD, OR OTHER METHODS WHICH CLEARLY DEFINE WORK AND STAGING AREAS WHERE PUBLIC AWARENESS TO REMAIN OUTSIDE OF IS CLEARLY

IDENTIFIABLE.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PROTECTING THEIR MATERIALS AND EQUIPMENT WHICH REMAIN ON SITE AFTER WORK HOURS. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR ANY STOLEN OR VANDALIZED

STAGED MATERIALS OR EQUIPMENT.

VEHICLE AND EQUIPMENT REQUIREMENTS AND LIMITATIONS:

1. ALL VEHICLES AND EQUIPMENT ACCESSING KNIFE RIVER INDIAN VILLAGES NHS 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 USE THE SMALLEST SIZED EQUIPMENT REASONABLE TO PERFORM THE WORK WITHIN THE PROJECT AREA. THE LANDSCAPE OF THE NATIONAL HISTORIC SITE IS CONSIDERED AN ASSET OF THE PARK.

4. 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 TO REMAIN, PAVEMENTS, AND 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.

SITE REPRESENTATIVE PHOTO GALLERY:

1. THE FOLLOWING PHOTOGRAPHS DEPICT EXISTING CONTEXT OF THE INTERPRETIVE SHELTER AND VISITOR CENTER SURROUNDS FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO DOCUMENT THE ENTIRETY OF THE STRUCTURE OR PROJECT AREA. 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.

VIEW FROM SHELTER TO VISITOR CENTER -

ROUTING OF NEW ELECTRICAL SERVICE

VISITOR NORTHEAST (REAR) ELEVATION - POINT OF

ENTRY FOR NEW ELECTRICAL SERVICE

VISITOR CENTER LOWER LEVEL UTILITY ROOM - ELECTRICAL

PANEL POINT OF CONNECTION FOR NEW ELECTRICAL

SHELTER T&G SIDING AND UNDERLAYMENT SHELTER FASCIA, EVE, AND GUTTER EXISTING LIGHTING FIXTURE AND PROTECTIVE MESH - TO BE REMOVED FOR

NEW SHELTER LIGHTING

SHELTER SOUTH ELEVATION / BULLETIN CABINET SHELTER WEST WALL ELEVATION SHELTER INTERIOR ROOM - NOTE EXTENTS OF ELECTRICAL

FIXTURE AND CONDUITS

INTERPRETIVE SHELTER (LOOKING NORTHWEST) INTERPRETIVE SHELTER (LOOKING WEST) INTERPRETIVE SHELTER (LOOKING NORTHEAST)

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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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OF

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REVISION

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

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KK

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TLB

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GENERAL NOTES

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REPRESENTATIONAL PHOTOS

GFI

GFI

A

A

A

A

B

B

B

B

C

D

E

E

F

G

H

I J

K

L

L

L

L

C

A

B

L L

M

A

H

C

B

L

L

A

B

F

E E

D

M

N N

A

K

B

L

L

A

B

C

D

E

F

G

H I

J

K

L

M

N

GENERAL DEMOLITION AND SITE PREPARATION:

1. DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE

CONTRACT WORK FOR THIS PROJECT.

2. DO NOT BURN DEMOLISHED 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.

3. IDENTIFY WITH COR THE AVAILABLE OPEN SITE AREA AND CONSOLIDATE FIELD

CARPENTRY SET UPS AND MATERIAL STORAGE TO MINIMIZE IMPACTS TO THE

SURROUNDING LANDSCAPE AND PAVEMENTS.

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PROTECT EXISTING CONCRETE PAVEMENT THROUGHOUT SHELTER AREA

AutoCAD SHX Text PROTECT EXISTING SHELTER STRUCTURE AND COLUMNS FROM DAMAGE THROUGHOUT CONSTRUCTION. EXTENT OF PAVILION STRUCTURE REMOVALS AS SPECIFICALLY NOTED.

AutoCAD SHX Text PROTECT EXISTING SHELTER 2X4 WOOD FRAMING AND OSB SHEATHING AND ALL OTHER ELEMENTS OF THE STRUCTURE AND ELECTRICAL FIXTURE AND INFRASTRUCTURE NOT NOTED FOR REMOVAL OR MODIFICATIONS

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SOLAR PANEL (ROOF)

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SOLAR CONTROL PANEL (INTERIOR)

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SEALANT CAULK (VULKEM 116 OR EQ.) HOLES LEFT BY REMOVAL OF METAL THRESHOLD

AutoCAD SHX Text EXISTING INTERIOR 2X AND SHEET SHELVING SHALL BE REMOVED BY PARK TO EXTENT REQUIRED FOR NEW DOOR AND ELECTRICAL PANEL CONSTRUCTION

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LINE OF LAMINATED ARCH BEAM INSIDE ENCLOSURE

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SEALANT CAULK (VULKEM 116 OR EQ.) HOLES LEFT BY REMOVAL OF METAL THRESHOLD

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2/5/2016 10:47:13 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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OF

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REVISION

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

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KK

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SHELTER REMOVALS PLAN AND ELEVATIONS

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SHELTER REMOVAL PLAN

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AutoCAD SHX Text 1/4" = 1'-0"

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REMOVALS - ELEVATIONS

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2A WEST ELEVATION

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2B SOUTH ELEVATION

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2C NORTH ELEVATION

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2D EAST ELEVATION

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REMOVE OR ALTER MATERIAL AS NOTED REMOVAL KEY NOTE IDENTIFICATION

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REMOVALS LEGEND:

AutoCAD SHX Text REMOVE AND DISPOSE OF WOOD T&G SIDING, 1X TRIM BOARDS, AND SYNTHETIC BUILDING WRAP. PROTECT EXISTING OSB SHEATHING. REMOVE AND DISPOSE OF ASPHALT SHINGLES AND ROOFING PAPER FROM ENTIRE ROOF. PROTECT T&G ROOF BOARDS AND CLAD FASCIA BOARD. REMOVE AND DISPOSE OF SOLAR PANEL, INCLUDING ALL CONDUIT, WIRING, PANEL AND CONTROLS FROM WITHIN THE ENCLOSED PORTION OF THE PAVILION. REMOVE AND DISPOSE OF WOOD PROJECTION SCREEN AND FRAME. SALVAGE EXISTING ELECTRICAL SERVICE. REMOVE GFI RECEPTACLE TO BE REPLACED WITH NEW EXTERIOR GRADE GFI DUPLEX AND COVER. REMOVE AND SALVAGE EXISTING 3'-0" X 6'-11" METAL DOOR, HOLLOW METAL FRAME, THRESHOLD, AND HARDWARE FOR RELOCATION TO WEST ELEVATION OF THE PAVILION. REMOVE EXISTING LIGHT FIXTURE AND WIRING FROM ELECTRICAL PANEL. REMOVE AND DISPOSE OF EXISTING INFORMATION CABINET. SAWCUT AND REMOVE PORTION OF EXTERIOR WALL, OSB SHEATHING AND TWO 2X4 STUDS FOR RELOCATION OF EXISTING METAL DOOR AND FRAME. LIMIT SAWCUT OF WALL AND FRAMING TO EXTENTS REQUIRED FOR CONSTRUCTING NEW HEADER, JACK, AND KING STUDS. SEE SHELTER IMPROVEMENTS PLAN. SAWCUT AND REMOVE PORTION OF EXTERIOR WALL, OSB SHEATHING AND 2X4 STUDS FOR INSTALLATION OF NEW 60" ROLL UP DOOR AND FRAME. LIMIT SAWCUT OF WALL AND FRAMING TO EXTENTS REQUIRED FOR CONSTRUCTING NEW HEADER, JACK, AND KING STUDS. SEE SHELTER IMPROVEMENTS PLAN. REMOVE EXISTING ELECTRICAL CONDUIT TO POINT 1'-0" BELOW GRADE. CAP AND ABANDON IN PLACE. REMOVE AND SALVAGE FOR REINSTALLATION EXISTING GUTTER AND DOWNSPOUT TO THE EXTENT NECESSARY BASED ON CONTRACTOR MEANS AND METHODS TO ALLOW THE NEW SCOPE OF WORK - ROOFING AND SIDING, TO TAKE PLACE. PROTECT EXISTING CLAD FASCIA. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING GUTTER SYSTEM OR REPLACE IN KIND DAMAGED SEGMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT. AT CONTRACTOR'S OPTION, THE GUTTER SYSTEM MAY BE REMOVED AND REPLACED WITH NEW GUTTER IF PREFERRED AS MEANS AND METHODS TO PROTECTIVE REMOVAL AND REINSTALLATION OF EXISTING. IF CONTRACTOR ELECTS TO REPLACE WITH NEW GUTTER MATERIAL, GUTTER SHALL BE 24 GAUGE ALUMINUM AND MATCH PROFILE AND COLOR OF EXISTING. COST OF INTENTIONAL REPLACEMENT WITH NEW SHALL BE INCLUSIVE IN THE CONTRACTOR'S BID WHEN SUBMITTED. REMOVE, SALVAGE, AND REINSTALL EXISTING VENT COVER TO EXTENT NECESSARY IN ORDER TO PERFORM NEW WORK OF RE-SIDING SHELTER. REMOVE AND DISPOSE OF EXISTING WALL MOUNTED METAL BRACKETS.

REMOVALS KEY NOTES:

BC

C

C

CB

A

A

A

D

E

F

G

A

B

C

C

H

A

B

F

C

C

A

B

DG

C C

H

II

A

B

C

C

B

C

D

E

F

G

H I

J

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LINE OF LAMINATED ARCH BEAM INSIDE ENCLOSURE

AutoCAD SHX Text PROVIDE CAULKING SEALANT BETWEEN H.M. FRAME AND NEW SIDING. CLOSELY MATCH SIDING COLOR.

AutoCAD SHX Text 1x6 NOMINAL CORNER AND BASE TRIM BOARDS, TYP.

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PROVIDE 1X3 NOMINAL TRIM BOARD AT SIDING TO EXG. WOOD SOFFIT TRANSITION, TYP.

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EXISTING CLAD FASCIA

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AutoCAD SHX Text 1x6 NOMINAL CORNER AND BASE TRIM BOARDS, TYP.

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LINE OF LAMINATED ARCH BEAM INSIDE ENCLOSURE

AutoCAD SHX Text 1x6 NOMINAL TRIM BOARDS FRAMING OVERHEAD DOOR (ELEVATION AND FACEES OF ROUGH OPENING)

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PROVIDE 1X3 NOMINAL TRIM BOARD AT SIDING TO EXG. WOOD SOFFIT TRANSITION, TYP.

AutoCAD SHX Text 1x6 NOMINAL CORNER AND BASE TRIM BOARDS, TYP.

AutoCAD SHX Text 1x6 NOMINAL CORNER AND BASE TRIM BOARDS, TYP.

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AutoCAD SHX Text L3-0

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AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\KNRI Pavillion\__Site\KNRI_L2-0 IMPROVEMENTS.dwg

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2/5/2016 10:47:13 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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OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 2-25-2022

AutoCAD SHX Text

TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

AutoCAD SHX Text

KK

AutoCAD SHX Text 168 80049

AutoCAD SHX Text 24 68 29

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TLB

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SHELTER IMPROVEMENTS PLAN AND ELEVATIONS

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PAVILION IMPROVEMENTS PLAN

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AutoCAD SHX Text 1/4" = 1'-0"

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PAVILION IMPROVEMENTS - ELEVATIONS

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AutoCAD SHX Text 1/4" = 1'-0"

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2A WEST ELEVATION

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2B SOUTH ELEVATION

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2D NORTH ELEVATION

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2C EAST ELEVATION

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IMPROVEMENT KEY NOTE IDENTIFICATION

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IMPROVEMENTS LEGEND:

AutoCAD SHX Text INSTALL NEW BUILDING WRAP UNDER NEW COMPOSITE SIDING BASE, CORNER, AND TOP TRIM BOARDS. SEE 2 AND 4/L3-0 AND SPECIFICATION SECTION 07646 INSTALL NEW METAL ROOF SYSTEM WITH DRIP FLASHING OVER #30 ROOFING FELT. SEE DETAILS 6,7, AND 8/L3-0 AND SPECIFICATION SECTION 074113.16. PROTECT EXISTING CLAD FASCIA AND WOOD STRUCTURE DURING INSTALLATION PROCESS. REINSTALL EXISTING METAL GUTTER AND DOWNSPOUT SYSTEM FROM EXTENT REMOVED AT CONTRACTOR OPTION TO INSTALL NEW ROOFING SYSTEM TO RETURN TO A FULLY RESTORED DRAINAGE SYSTEM. MODIFY EXISTING 2X4 WOOD FRAMING AND INSTALL 5'-0" X 7'-0" OVERHEAD ROLL UP STEEL DOOR. SEE 3 AND 4/L3-0. CENTER ON MIDPOINT/PEAK OF ENCLOSED SHELTER. MODIFY EXISTING 2X4 WOOD FRAMING AND RE-INSTALL SALVAGED 3'-0" X 6'-11" STEEL DOOR AND H.M. FRAME. CENTER ON MIDPOINT/PEAK OF ENCLOSED SHELTER. SEE 1 AND 2/L3-0. INSTALL PARK PROVIDED BULLETIN CABINET. PROVIDE 2X4 WOOD BLOCKING INSTALLED ON INTERIOR OF SHELTER TO ALIGN WITH MOUNTING BRACKET ANCHORING OF NEW CABINET. INFILL REMOVED DOOR VOID WITH NEW 2X4 TREATED SILL PLATE, 2X4 WOOD STUDS, AND 1/2" OSB SHEATHING MATCHING EXISTING IN ORDER TO RECEIVE NEW BUILDING WRAP AND COMPOSITE SIDING. SEE 5/L3-0. REINSTALL SALVAGED METAL LOUVER VENT. INSTALL NEW GFI DUPLEX RECEPTACLE WITH EXTERIOR GRADE ENCLOSURE. SEE ELECTRICAL SHEET E1-0. NEW 2" ELECTRICAL CONDUIT POINT OF ENTRY TO NEW ELECTRICAL PANEL ON INTERIOR OF PAVILION ENCLOSURE. SEE SHEET E1-0.

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IMPROVEMENTS KEY NOTES:

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CROSS SECTION DETAIL REFERENCE

AutoCAD SHX Text THE FOLLOWING NOTES PERTAIN TO THE ENTIRETY OF THE SHELTER RESTORATION AND APPLY TO ALL SHEETS IN THESE CONSTRUCTION DOCUMENTS.

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MATERIALS NOTES:

1. WOOD SPECIES: UNLESS NOTED OTHERWISE OR APPROVED FOR USE BY THE CO, THE FOLLOWING SPECIES ARE TO BE INCORPORATED INTO THE PROJECT: A. WOOD STUD FRAMING: UNTREATED YELLOW PINE OR DOUGLAS FIR, STUD UNTREATED YELLOW PINE OR DOUGLAS FIR, STUD GRADE NO.2 OR BETTER. B. WOOD FRAMING GROUND CONTACT: SILL PLATES OR OTHER AREAS WHERE : SILL PLATES OR OTHER AREAS WHERE WOOD WILL MAKE GROUND CONTACT, YELLOW PINE TREATED WITH ACQ OR AC2 WILL MAKE GROUND CONTACT, YELLOW PINE TREATED WITH ACQ OR AC2 IMPREGNATED UNTIL REFUSAL. UNTIL REFUSAL. C. SHEATHING: MATCH EXISTING SHEATHING FOR REPLACEMENT OR INFILL MATCH EXISTING SHEATHING FOR REPLACEMENT OR INFILL LOCATIONS AS 1/2" OSB. PROVIDE EXPOSURE 1 RATING AND EXTERIOR GLUE INCORPORATED. 2. SIDING AND TRIM BOARDS: FIBER CEMENT - SEE SPECIFICATION SECTION 07646 3. STANDING SEAM METAL ROOFING: A. VERTICAL RIB SNAP JOINT STANDING SEAM METAL ROOF: SEE SEE SPECIFICATION SECTION 074113.16. B. ROOF UNDERLAYMENT: 30# ROOFING FELT 30# ROOFING FELT C. ROOF EAVE AND RAKE EDGE FLASHING: 22 GAGUE MATCHING ROOF PANEL 22 GAGUE MATCHING ROOF PANEL MATERIAL. 4. FASTENERS: A. FRAMING NAILS: 2 3/8" HOT DIPPED GALVANIZED .113 GAUGE SMOOTH 2 3/8" HOT DIPPED GALVANIZED .113 GAUGE SMOOTH SHANK MINIMUM. B. WOOD SILL PLATE CONCRETE ANCHORS: TAPCON 3/16 X 3 1/4" FLAT TAPCON 3/16 X 3 1/4" FLAT HEAD CONCRETE ANCHOR SCREW MINIMUM. C. SIDING FASTENERS: PER APPROVED SIDING PRODUCT MANUFACTURER'S PER APPROVED SIDING PRODUCT MANUFACTURER'S INSTALLATION SPECIFICATIONS TO RETAIN SIDING PRODUCT WARRANTY. D. ROOFING FASTENERS: PER APPROVED STANDING SEAM METAL ROOFING PER APPROVED STANDING SEAM METAL ROOFING PRODUCT MANUFACTURER'S INSTALLATION SPECIFICATIONS TO RETAIN SIDING MANUFACTURER'S INSTALLATION SPECIFICATIONS TO RETAIN SIDING PRODUCT WARRANTY. 4. COATINGS AND SEALANTS: A. EXTERIOR PAINT: ALL EXTERIOR SIDING AND TRIM SURFACES SHALL ALL EXTERIOR SIDING AND TRIM SURFACES SHALL RECEIVE PAINTING APPLICATION. PAINT SHALL ADHERE TO APPROVED PRODUCTS AND CLASSIFICATIONS DEVELOPED BY THE MASTER PAINTERS INSTITUTE (MPI) (www.specifypaint.us or http://paintinfo.com). FIBER CEMENT BOARD MAXIMUM MOISTURE CONTENT AT TIME OF PAINTING SHALL NOT EXCEED 12 PERCENT. PAINT SYSTEM SHALL BE COMPATIBLE WITH FIBER CEMENT BOARD MANUFACTURER'S FACTORY PRIMED FINISH. ALL SURFACES SHAL BE CLEANED OF SUBSTANCES WHICH COULD IMPAIR BOND OF PAINTS, INCLUDING DUST, DIRT, OIL, GREASE, ETC. PAINT COATING SHALL BE A TOPCOAT OF EXTERIOR LATEX, LOW SHEEN (MPI GLOSS LEVEL 3-4), MPI #15. SUBMIT PRODUCT DATA OF ALL PAINT PRODUCTS AND INCLUDE 8 1/2 X 11 DRAWN DOWN CARD SAMPLE OF APPLIED PAINT FOR WRITTEN COR APPROVAL PRIOR TO APPLICATION. DO NOT PROCEED TO APPLY PRIOR TO RECEIVING COR APPROVAL. APPLY PAINT COATINGS BY BRUSH OR ROLLER APPLICATIONS AND NUMBER OF COATS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPLY 2 COATS MINIMUM. APPLY PAINT WITH CRAFTSMANSHIP THAT DOES NOT CREATE SPOTTING, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS. APPLY PAINT WHEN CLIMATIC CONDITIONS (TEMPERATURE, WIND, PRECIPITATION) ARE FAVORABLE AND FORECASTED FOR THE DRY TIME CALLED FOR BY THE PAINT MANUFACTURER. PROTECT PAINTED FINISH FROM CONSTRUCTION ACTIVITY DAMAGE UNTIL FINAL COMPLETION IS APPROVED BY CO/COR. B. EXTERIOR SEALANT CAULK: VULKEM 116 POLYURETHANE SEALANT OR : VULKEM 116 POLYURETHANE SEALANT OR APPROVED EQUAL MEETING ASTM C920, TYPE S, GRADE NS, CLASS 24

EXG. TRIPLE 2X4 HEADER

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EXG. OSB SHEATHING

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NEW BUILDING WRAP UNDER NEW SIDING

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NEW CRIPPLE STUDS- SEE ELEV.

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1X4 TRIM BOARD (FACE) MATCH SAME MATERIAL AS SIDING

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DBL. 2X4 TOP PLATE

AutoCAD SHX Text REINSTALL EXISTING H.M. DOOR FRAME. PROVIDE SEALANT CAULKING WHERE MEETING EXTERIOR FINISH MATERIALS

AutoCAD SHX Text REINSTALL EXISTING METAL THRESHOLD. MOUNT TO CONCRETE PAVEMENT WITH 2 1/2" CONCRETE MASONRY ANCHOR SCREWS WITH FLAT HEAD TO RECESS INTO THRESHOLD

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LINE OF EXG. ARCH BEAM AND WALL FRAMING ABOVE NEW COILING DOOR ROUGH OPENING.

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EXISTING TRIPLE 2X4 TOP PLATE

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DBL 2X4 TOP PLATE

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2X4 CRIPPLE STUDS AT 1/3 AND 2/3 FRAMED OPENING

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2X4 KING STUD

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2X4 JACK STUD

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2X4 EXG. FRAMING (F.V. LOCATION)

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BEAR NEW STUD FRAMING ON EXISTING SILL PLATE

AutoCAD SHX Text FIELD DETERMINE FRAMING ROUGH OPENING TO MATCH EXISTING LOCATION OF PASSAGE DOOR PRIOR BEING RELOCATED

AutoCAD SHX Text LINE OF EXISTING ARCH BEAM AND WALL FRAMING ABOVE NEW COILING DOOR ROUGH OPENING.

AutoCAD SHX Text COILING OVERHEAD DOOR HOUSING- CONFIRM CONFIGURATION WITH APPROVED PRODUCT MANUFACTURER IF DIFFERING FROM BASIS OF DESIGN PRODUCT.

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EXISTING TRIPLE 2X4 TOP PLATE

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DBL 2X10 HEADER AND 2X4 TOP PLATE

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NEW DOUBLE 2X4 JACK STUDS FORMING ROUGH OPENING

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BEAR NEW STUD FRAMING ON EXISTING SILL PLATE

AutoCAD SHX Text COILING DOOR SIDE CHANNELS MOUNTED TO NEW JACK STUD 2X4 FRAMING. CONFIRM REQUIREMENTS FOR MOUNTING WITH APPROVED PRODUCT MANUF. INSTALLATION SPECIFICATIONS

AutoCAD SHX Text VERIFY REQUIRED FRAMING ROUGH OPENING SIZE FOR 5'-0" W. X 7'-0" H. COILING OVERHEAD DOOR WITH APPROVED PRODUCT MANUFACTURER'S INSTALLATION SPECIFICATIONS

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EXG. TRIPLE 2X4 HEADER

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EXG. OSB SHEATHING

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WOOD BLOCKING BETWEEN NEW HEADER AND EXG. TRIPLE 2X4'S

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NEW BUILDING WRAP UNDER NEW SIDING

AutoCAD SHX Text DBL. 1 3/4X10 LVL HEADER W/WOOD BLOCKING AS NEEDED TO ACHIEVE 3 1/2" WALL THICKNESS

AutoCAD SHX Text 1X4 TRIM BOARD (FACE) AND 1X TRIM (WIDTH TO CONCEAL ROUGH OPENING. MATCH SAME MATERIAL AS SIDING

AutoCAD SHX Text COILING DOOR - WALL MOUNT TO 2X10 HEADER PER APPROVED PRODUCT MANUFACTURER'S INSTALLATION SPECIFICATIONS. VERIFY BEARING REQUIREMENTS OF APPROVED MANUF. IF DIFFERENT THAN BASIS OF DESIGN PRODUCT CONDITION SHOWN HERE

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COILING DOOR

AutoCAD SHX Text HOLD TRIM 1/4" OFF GRADE AND CAULK WITH WATERTIGHT SEALANT, VULKEM 116 OR APPROVED. EQ.

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2X4 TOP PLATE

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REINSTALL EXISTING GUTTERS IF REMOVED TO CONDUCT THE ROOF REPLACEMENT.

AutoCAD SHX Text EAVE TRIM FLASHING OF SAME MATERIAL AS ROOF PANELS. 22GA. MIN. EXTEND INTO GUTTER

AutoCAD SHX Text STARTER TRIM AND HEMMED END PER APPROVED PRODUCT MANUFACTURER'S INSTALLATION SPECIFICATIONS

AutoCAD SHX Text FASTEN PER APPROVED PRODUCT MANUF. INSTALLATION SPECIFICATIONS. MINIMUM 1" PANCAKE HEAD WOOD GRIP (2) EVERY PANEL IF UNSPECIFIED BY MANUFACTURER.

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NEW 30# ROOFING FELT OVER WOOD PLANK ROOFING

AutoCAD SHX Text VERTICAL RIB, SNAP JOINT STANDING SEAM METAL ROOF. INSTALL PER SELECTED APPROVED MANUFACTURER'S SPECIFICATIONS

AutoCAD SHX Text LOC-CLIP OR INTERMEDIATE SUPPORT METHOD SPECIFIED BY APPROVED PRODUCT MANUFACTURER'S SPECIFICATIONS

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SEALANT PER MANUF. SPECIFICATIONS. MINIMUM 1" SEALANT TAPE OR BETTER

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EXISTING ROOF STRUCTURE AND CLAD FASCIA

AutoCAD SHX Text RIDGE TRIM MATCHING MATERIAL OF ROOF PANELS AND INSTALLED PER APPROVED PRODUCT MANUFACTURER INSTALLATION SPECIFICATIONS - 22 GA. MIN.

AutoCAD SHX Text VERTICAL RIB, SNAP JOINT STANDING SEAM METAL ROOF. INSTALL PER SELECTED APPROVED MANUFACTURER'S SPECIFICATIONS

AutoCAD SHX Text ZEE TRIM, FIELD CUT, TO FIT BETWEEN RIBS INSTALLED PER APPROVED MANUF. SPECIFICATIONS. MINIMUM POP RIVETS @ 6" O.C.

AutoCAD SHX Text VERTICAL RIB, SNAP JOINT STANDING SEAM METAL ROOF. INSTALL PER SELECTED APPROVED MANUFACTURER'S SPECIFICATIONS

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NEW 30# ROOFING FELT OVER WOOD PLANK ROOFING

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RAKE TRIM FLASHING OF SAME MATERIAL AS ROOF PANELS. 22GA. MIN.

AutoCAD SHX Text ZEE TRIM AND PANEL COVER INSTALLED PER APPROVED MANUF. SPECIFICATIONS. COVER TO MATCH EXG. ROOF MATERIAL. 22 GA MIN.

AutoCAD SHX Text SEALANT PER MANUF. SPECIFICATIONS. MINIMUM 1" DBL. SIDED SEALANT TAPE ABOVE AND BENEATH PANEL OR BETTER

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EXISTING DBL TOP PLATE AND SURROUNDING R.O. 2X4 FRAMING

AutoCAD SHX Text NEW 2X4 STUD AGAINST EXISTING ROUGH OPENING KING STUD TO RECEIVE NEW 1/2" OSB SHEATHING INFILL

AutoCAD SHX Text NEW ACQ TREATED 2X4 SILL PLATE. ANCHOR TO CONCRETE WITH CONCRETE FRAMING ANCHORS. BEAR NEW FRAMING ON NEW TREATED SILL

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2X4 STUD AT MIDPOINT OF R.O.

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EXISTING TRIPLE 2X4 TOP PLATE

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\KNRI Pavillion\__Site\KNRI_L3-0 CONSTRUCTION DETAILS.dwg

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2/5/2016 10:47:13 AM

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DESIGNED:

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TECH. REVIEW:

AutoCAD SHX Text

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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OF

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 2-25-2022

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

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KK

AutoCAD SHX Text 168 80049

AutoCAD SHX Text 24 68 29

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TLB

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SHELTER CONSTRUCTION DETAILS

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STANDING SEAM METAL ROOF EAVE DETAIL

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NO SCALE

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STANDING SEAM METAL ROOF RIDGE DETAIL

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NO SCALE

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STANDING SEAM METAL ROOF RAKE DETAIL

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NO SCALE

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EXISTING PASSAGE DOOR FRAMING INFILL

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NO SCALE

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RELOCATED PASSAGE DOOR FRAMING ELEV.

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NO SCALE

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RELOCATED PASSAGE DOOR SECTION

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NO SCALE

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NEW COILING DOOR FRAMING ELEV.

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NO SCALE

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NEW COILING DOOR SECTION

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NO SCALE

VISITOR

CENTER

INTERPRETIVE

SHELTER

EARTHLODGE

INTERPRETIVE

STRUCTURE

PANEL "1"

NEW

KILN

RECP.

NEW

GFI WP

TO PANEL "C" (IN VISITOR

CENTER):

3- THHN 4/0 ALUM IN 2" C.TO DATA PANEL

(IN VISITOR

CENTER):

1 CAT5e IN 1 1/2" C.

DATA

CONNECTION

48" AFF

SS

NEW

GFI WP

NEW

GFI WP

NEW

GFI WP

B.O.

CABINET

48" AFF

SHELTER PANEL SCHEDULE

PANEL TAG:

NO. POLES:

CK

PHS.

WIRE

120 / 240 VOLT

A.I.C. 10K

MAIN LUG: 150A MOUNTING

RECESSED

O/C

PROT. DESCRIPTION DISTRIBUTION K.W.

LTG REC MOTOR PH

DISTRIBUTION K.W.

LTG REC MOTOR DESCRIPTION

O/C

PROT. CK

HEATER #1

7.5

-- A -- -- -- B --

0.03

50/1

SPARE

SPARE

0.03

6.5KILN

SPARE

SPARE

SPARE

SPARE

SPARE

LIGHTING - EXTERIOR

RECEPTACLES - EXTERIOR

RECEPTACLES - INTERIOR

LIGHTING - INTERIOR

1.875

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

15/1

45/1

MARK

A

MANUFACTURER / CATALOG NO.

ASPECT LED (BASIS OF DESIGN)

LOW PROFILE 40W LED CANOPY LIGHT (SKU AL-CL-L-40-4K-N)

NO.

LAMP

WATTS

TYPE

LED

4050 LUMENS

VOLTS

MOUNTING NOTES

OR APPROVED EQUAL

NUETRAL WHITE COLOR CEILING1

L I G H T I N G F I X T U R E S C H E D U L E

SURFACE

A. CONTRACTOR SHALL GENERALLY USE "EMT" THROUGHOUT ALL

DRY AREAS.

CONTRACTOR MAY USE EMT SET SCREW FITTINGS IN DRY

INTERIOR AREAS. ALL FITTINGS SHALL BE STEEL.

PROVIDE RIGID GALVANIZED STEEL CONDUIT WHERE PASSING

THROUGH FOOTINGS AND WHERE EXPOSED TO DAMAGE.

CONCEAL CONDUIT WHERE CONSTRUCTION PERMITS. ROUTE

ALL CONDUIT PARALLEL AND PERPENDICULAR WITH BUILDING.

SUPPORT CONDUIT FROM THE BUILDING STRUCTURE OR

APPROPRIATE MATERIALS. DO NOT SUPPORT CONDUIT FROM

CEILING SUPPORT WIRES, PIPING, DUCTWORK, OTHER CONDUIT

ETC.

PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR ALL

ELECTRICAL CONDUIT INDICATED UNDERGROUND.

PROVIDE FIRE SEALS AS REQUIRED BY BUILDING CODE TO

MAINTAIN FIRE ASSEMBLY AND BARRIER RATINGS. LOCATE

OUTLET BOXES IN STUD SPACE TO COMPLY WITH BUILDING

CODE OPENING LIMITATIONS.

B. ALL BUILDING WIRE SHALL BE COPPER, TYPE THWN/THHN.

INSTALL IN RACEWAY OR APPROVED ENCLOSURES UNLESS

OTHERWISE SPECIFIED. USE SOLID CONDUCTORS FOR BRANCH

CIRCUITS #10 AWG AND SMALLER. MINIMUM WIRE SIZE SHALL

BE #12 UNLESS OTHERWISE INDICATED. USE #10 AWG FOR 20

AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET.

EXTERIOR WIRE ROUTING FROM PANEL C IN VISITOR CENTER TO

EXTERIOR PANEL DISCONNECT AT SHELTER TO BE TYPE

THWN/THNN #2 AWG.

PROVIDE EQUIPMENT GROUNDS IN ALL LIGHTING AND POWER

BRANCH CIRCUITS (NOT SHOWN ON DRAWINGS). BOND ALL

RACEWAYS AND ENCLOSURES PER N.E.C.

PROVIDE COLORED INSULATED PHASE MARKING PER N.E.C.

LOCATE WIRING DEVICES TO COMPLY WITH APPLICABLE

BUILDING CODES AND ABA. ADJUST LOCATIONS AS REQUIRED.

WIRING DEVICES SHALL BE MANUFACTURED BY HUBBELL,

PASS/SEYMOUR, LEVITON, GENERAL ELECTRIC OR ARROW

HART.

SINGLE POLE SWITCHES 46" AFF *

DUPLEX GFI RECEP. (INSIDE) 18" AFF *

DUPLEX GFI RECEP. (OUTSIDE) 18" AFF *

DUPLEX RECEP. (KILN) 18" AFF *

* MOUNTING HEIGHTS ARE TYPICAL, MEASURED TO CENTER

OF DEVICE ON DRAWING.

PROVIDE STAMPED STEEL INDUSTRIAL PLATED IN DRY SURFACE

MOUNTED AREAS UNLESS OTHERWISE INDICATED.

C. ALL SWITCHGEAR SHALL BE GENERAL ELECTRIC. SIEMENS OR

SQUARE "D".

PANELBOARDS: BOLT-ON MOLDED CASE CIRCUIT BREAKERS,

COPPER BUS, PANELBOARD CONSTRUCTION.

PANELBOARD "P1" SHALL BE:

150A MAIN CIRCUIT BREAKER, 120/240V, 1 PHASE, 3 WIRE, 24

POLE CAPACITY WITH IN A NEMA 1 SURFACE MOUNTED

ENCLOSURE. PANELBOARD CONSTRUCTION WITH BOLY-ON

CIRCUIT BREAKERS.

PROVIDE TYPE WRITTEN PANELBOARD CIRCUIT DIRECTORIES

FOR PANELS INSTALLED UNDER THIS PROJECT. LABEL LOADS

AS DIRECTED BY OWNER INDICATED SPARE CIRCUIT BREAKERS.

PROVIDE DIRECTORY SLEEVE INSIDE PANEL DOOR.

BALANCE ALL LOADS ACROSS A-B PHASES WITHIN

PANELBOARD.

PROVIDE 150A EXTERIOR MOUNTED PRIMARY DISCONNECT

BREAKER WITHIN A NEMA 3R ENCLOSURE ON THE NORTH

EXTERIOR FACE OF THE SHELTER TO RECEIVE SERVICE FROM

VISITOR CENTER AND CONTINUE ON TO PANEL 1.

PROVIDE 1/2" X 10' (MINIMUM) COPPER GROUNDING ROD

INSTALLED IN PROXIMITY TO DISCONNECT BREAKER AND

CONNECT PER N.E.C. FOR PROPER GROUNDING OF THE

ELECTRICAL PANEL.

GENERAL ELECTRICAL NOTES

20/1

1. KNRI KILN IS IN THE PARK'S POSSESSION AND IS A SINGLE

SKUTT CERAMIC PRODUCTS KM-818-3 WHICH REQUIRES 50A/240V

CIRCUIT, THHN AWG #8 COPPER WIRE, AND NEMA 6-50 RECEPTACLE.

SEE SPECIFICATIONS APPENDIX FOR PRODUCT CUT SHEET FOR

CONTRACTOR'S INFORMATIONAL PURPOSES ONLY TO UNDERSTAND

GOVERNMENT FURNISHED EQUIPMENT.

2. HEATER #1 IS TO BE A FUTURE GOVERNMENT PURCHASED

PRODUCT. SCOPE OF WORK IS TO PROVIDE ONE DEDICATED 45A

/240VCIRCUIT IN PANEL 1 UNDER THIS CONTRACT. INSTALLATION OF

HEATER AND CONNECTION TO PANEL BY FUTURE SCOPE OF WORK

(NOT IN CONTRACT). ANTICIPATED FUTURE PRODUCT TO BE

PROFUSION HEAT HEAVY ELECTRIC UTILITY HEATER, MODEL

EH-4604B. SEE SPECIFICATIONS APPENDIX FOR PRODUCT CUT

SHEET FOR CONTRACTOR'S INFORMATIONAL PURPOSES ONLY TO

UNDERSTAND GOVERNMENT FUTURE PURCHASED PROPERTY.

KILN AND HEATER NOTES

A B A B A B A B A B

15/1 20/1

SPARE

SPARE----

6.5

7.5-- 1.875

--SPARE----

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PANEL "C"

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MECH BO1

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HALL B11

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STOR B02

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CURATORIAL B10

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INSTALL A 150 AMP CIRCUIT IN PANEL C.

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3 - THHN 4/0 ALUMINUM, 2"COND

AutoCAD SHX Text CAT5e DATA 1 1/2"COND

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PHONE ROOM

AutoCAD SHX Text EXTEND NEW CAT5e. DATA CABLE FROM HUB IN PHONE ROOM TO SHELTER

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE A WEATHER TIGHT SEALED PENETRATION AROUND CONDUITS. PROVIDE INDIVIDUAL BORINGS FOR EACH CONDUIT. SEAL WITH SLEEVE MANUFACTURED SPECIFICALLY FOR WALL PENETRATION AND RIDGE&EMT CONDUIT ON BOTH INTERIOR AND EXTERIOR FACE OF WALL (AMERICAN FITTINGS 'UNIBRACE WALL PENETRATION SLEEVE' OR APPROVED EQUIVALENT). PLACE PENETRATIONS AS CLOSE AS REASONABLY POSSIBLE, 3" MIN CONCRETE WALL BETWEEN PENETRATIONS

AutoCAD SHX Text REVIEW PROPOSED ROUTING AND ALL PROPOSED WALL PENETRATIONS WITH COR FOR APPROVAL. PROVIDE GREATEST EFFICIENCY IN MOUNTING AND ROUTING TO REACH PANEL AND DATA HUB. CURATORIAL ROOM AND MECHANICAL ROOM ARE EXPOSED CEILING, STEEL TRUSS VOLUMES. ROUTE CONDUIT ABOVE INLAY CEILINGS WHERE PRESENT.

AutoCAD SHX Text 2" PVC ELECTRICAL CONDUIT AND 1 1/2" DATA CONDUIT PENETRATION THORUGH VISITOR CENTER EXTERIOR WALL AT APPROX. 18" BELOW GRADE

AutoCAD SHX Text PROVIDE PROTECTION OF EXISTING TREES DURING OPEN TRENCHING. PROVIDE CONTINUOUS 2X OR 3/4" PLYWOOD TEMPORARY ARMORING IF EQUIPMENT IS WITHIN 10' OF TRUNK

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PULL BOX

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PULL BOX

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PULL BOX

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PULL BOX

AutoCAD SHX Text 2" PVC ELECTRICAL CONDUIT AND 1 1/2" DATA CONDUIT (APPROX. 350 L.F.). BURY BY OPEN TRENCH OR DIRECTIONAL BORING AT CONTRACTOR'S DETERMINATION TO A DEPTH OF 18" IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (NEC). PROVIDE UTILITY LOCATE TRACER WIRE OVER EACH CONDUIT.

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BORE CONDUITS UNDER CONCRETE WALK

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BORE CONDUIT UNDER CONCRETE WALK

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SEE SHELTER ELECTRICAL PLAN 3/E1-0 FOR CONTINUATION INTO ENCLOSURE

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EXG. WALL PACK LIGHT

AutoCAD SHX Text RE-CONNECT EG. WALL MOUNT LIGHT FIXTURE TO 3-WAY SWITCHING AT PASSAGE AND OVERHEAD DOORS

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RE-LOCATE EXG. DBL SWITCH TO MOUNT ON NORTH SIDE OF NEW OVERHEAD COILING DOOR

AutoCAD SHX Text RE-LOCATED DBL SWITCH BOX. SWITCHES REWIRED TO CONTROL EXTERIOR LIGHT FIXTURES AND RE-ENGAGE EXISTING INTERIOR LIGHT FIXTURES. ROUTE POWER BACK TO NEW PANEL 1

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EXG. CLG MOUNT LIGHT

AutoCAD SHX Text RE-CONNECT EX. CEILING MOUNT LIGHT FIXTURE TO 3-WAY SWITCHING AT PASSAGE AND OVERHEAD DOORS

AutoCAD SHX Text FACE MOUNT FIXTURE TO JUNCTION BOX MOUNTED TO VERTICAL FACE OF BEAM. EXTEND POWER TO JUNCTION BOXES WITH 1" (MAX.) EXTERIOR GRADE RIGID CONDUIT AND NECESSARY FITTINGS. CONTRACTOR MAY PROVIDE A SINGLE BORE HOLE THROUGH EACH BEAM TO ACCOMPLISH INSTALLATION.

AutoCAD SHX Text ALL INTERIOR ROUTING OF ELECTRICAL SERVICE TO LIGHT AND SWITCH FIXTURES SHALL BE WITHIN RIGID PVC ELECTRICAL CONDUIT.

AutoCAD SHX Text EXTEND CONDUIT TO EXTERIOR 150A DISCONNECT SWITCH. PROVIDE CONDUIT AND ELBOWS TO ROUTE ALONG EXTERIOR FACE AND ACROSS CONC. PAD THEN BELOW GRADE TO FIRST PULL BOX.

AutoCAD SHX Text 1/2"X10' MIN. COPPER GROUNDING ROD. FIELD DETERMINE LOCATION TO CORRECTLY GROUND PANEL PER N.E.C.

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\KNRI Pavillion\__Site\KNRI_E1-0 ELEC-Single Phase.dwg

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2/5/2016 10:47:13 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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OF

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REVISION

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AutoCAD SHX Text 2-25-2022

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

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KK

AutoCAD SHX Text 168 80049

AutoCAD SHX Text 24 68 29

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TLB

AutoCAD SHX Text E1-0

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ELECTRICAL FLOOR PLANS ELECTRICAL SITE PLAN

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VISITOR CENTER LOWER LEVEL ELECTRICAL PLAN

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AutoCAD SHX Text 1/8" = 1'-0"

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ELECTRICAL SITE PLAN

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AutoCAD SHX Text E1.0

AutoCAD SHX Text 1" = 30'-0"

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SHELTER ELECTRICAL PLAN

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AutoCAD SHX Text E1.0

1/4" = 1'-0"

C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\KNRI Pavillion\__Site\KNRI_E1-1 ELEC-SPECIFICATIONS.dwg

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2/5/2016 10:47:13 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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OF

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 2-25-2022

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

AutoCAD SHX Text

KK

AutoCAD SHX Text 168 80049

AutoCAD SHX Text 24 68 29

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TLB

AutoCAD SHX Text E1-1

AutoCAD SHX Text

ELECTRICAL SPECIFICATIONS

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C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\KNRI Pavillion\__Site\KNRI_E1-2 ELEC-SPECIFICATIONS.dwg

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2/5/2016 10:47:13 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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OF

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AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 2-25-2022

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TLB

AutoCAD SHX Text INTERPRETIVE SHELTER IMPROVEMENTS KNIFE RIVER INDIAN VILLAGES NHS STANTON, NORTH DAKOTA

AutoCAD SHX Text

KK

AutoCAD SHX Text 168 80049

AutoCAD SHX Text 24 68 29

AutoCAD SHX Text

TLB

AutoCAD SHX Text E1-2

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ELECTRICAL SPECIFICATIONS

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