B08_Solicitation_Attach_2__Drawings.pdf

BASE BID AND BID ADDITIVES:

BASE BID: PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE EXISTING FENCE AND CONSTRUCT NEW FENCE

BEGINNING AT THE 1-94 BRIDGE ABUTMENT TO A TERMINATING POINT APPROXIMATE DISTANCE OF 7600

LINEAR FEET (NOTED ON PLANS BY STATIONING LABEL 74+50). TERMINATE FENCE CONSTRUCTION BY TYING IN

TO EXISTING FENCE REMAINING WITH NEW GATE AND DOUBLE H-BRACE STRUCTURE ON FREE END OF GATE.

REMOVE AND CONSTRUCT PER ALIGNMENT, DETAILS, AND SPECIFICATIONS PROVIDED WITHIN THESE

CONSTRUCTION DOCUMENTS.

BID ADDITIVE 1: PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE EXISTING FENCE AND CONSTRUCT NEW

FENCE BEGINNING AT BASE BID TERMINATING DOUBLE H-BRACE STRUCTURE (APPROX 74+50) AND CONTINUE

FOR AN APPROXIMATE DISTANCE OF 2920 LINEAR FEET (NOTED ON PLANS BY STATIONING LABEL 103+70).

TERMINATE FENCE CONSTRUCTION BY TYING IN TO EXISTING CATTLE GUARD ON THE WEST SIDE OF EAST RIVER

ROAD (PARK ENTRY ROAD). REMOVE AND CONSTRUCT PER ALIGNMENT, DETAILS, AND SPECIFICATIONS

PROVIDED WITHIN THESE CONSTRUCTION DOCUMENTS.

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ROCK

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LITTLE

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ARKANSAS

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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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THEODORE ROOSEVELT NATIONAL PARK

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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INTERIOR REGIONS 3, 4, AND 5

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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COVER

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I-94 R.O.W. MM 24.5-EAST RIVER ROAD

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BILLINGS

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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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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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REVISION

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PMIS - 258443

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MWR

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PROJECT AREA

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THEODORE ROOSEVELT NATIONAL PARK

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BOUNDARY FENCE REPLACEMENT - PHASE 1

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 L0.1 GENERAL NOTES L0.1 GENERAL NOTES GENERAL NOTES 3 L1.0 OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING L1.0 OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING 4 L1.1 SITE LAYOUT - STA. 0+00 - 55+00 L1.1 SITE LAYOUT - STA. 0+00 - 55+00 SITE LAYOUT - STA. 0+00 - 55+00 5 L1.2 SITE LAYOUT - STA. 55+00- 90+00 L1.2 SITE LAYOUT - STA. 55+00- 90+00 SITE LAYOUT - STA. 55+00- 90+00 6 L13 SITE LAYOUT - STA. 90+00 - 103+70 L13 SITE LAYOUT - STA. 90+00 - 103+70 SITE LAYOUT - STA. 90+00 - 103+70 7 L2.1 CONSTRUCTION DETAILS L2.1 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 8 L2.2 CONSTRUCTION DETAILS L2.2 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 9 L2.3 CONSTRUCTION DETAILS L2.3 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 10 L2.4 CONSTRUCTION DETAILSL2.4 CONSTRUCTION DETAILSCONSTRUCTION DETAILS

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SHEET INDEX

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REGIONAL MAP PROJECT LOCATION

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BILLINGS COUNTY

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NORTH DAKOTA

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 NEW FENCE ALIGNMENT, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR

REMOVAL IS PROVIDED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

7. THE CONTRACTOR SHALL IDENTIFY AND PROTECT FROM DAMAGE ALL SURVEY AND BOUNDARY MARKERS WHICH WILL BE ENCOUNTERED WITHIN THE

WORK AREA.

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

CONTRACTORS EXPENSE. THIS PERTAINS TO CONSTRUCTED ELEMENTS, AS OWNED BY NPS, ND DOT, OR OTHER ENTITY. SEE SITE RESTORATION NOTES FOR

ACCEPTABLE CONDITION OF LEAVING THE NATURAL VEGETATED LANDSCAPE. 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 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 FROM

THE PARK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE. ALL TRASH AND DEBRIS SHALL BE

LAWFULLY DISPOSED OF. NO BURYING OR BURNING OF TRASH, DEBRIS, OR SURPLUS MATERIALS SHALL BE ALLOWED.

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

THE PARK ENTRY ROAD AND NOT OBSTRUCTING INTERSTATE 94. NPS STAFF RESERVE THE RIGHT TO PROCEED WITH INDEPENDENT WORK ACTIVITY IN

CLOSE PROXIMIITY AT THE SAME TIME THE CONTRACTOR IS PERFORMING THE WORK OF THE CONTRACT; HOWEVER, CONFLICT WITH IMPEDING PROGRESS

WILL BE AVOIDED.

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

1. ALL VEHICLES AND EQUIPMENT ACCESSING THEODORE ROOSEVELT 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 BE RESPONSIBLE FOR REASONABLE PROTECTION OF ALL EXISTING AMENITIES WITHIN THE IMMEDIATE AREA OF ACTIVE EQUIPMENT USE

TO AVOID MARRING OR OTHER IMPACT DAMAGES.

4. THE CONTRACTOR SHALL AVOID PARKING OR IDLING EQUIPMENT WITHIN TALLGRASS COVER REACHING THE UNDERCARRIAGE OF EQUIPMENT AS IT IS PRONE TO

IGNITING WILDFIRES.

5. CONTRACTOR SHALL AVOID PARKING OR IDLING EQUIPMENT ALONG RIDGES OF DROP OFFS, EROSIVE CUTS, OR OTHER LANDFORMS THAT ARE AT RISK OF

UNDERMINING OR FAILING UNDER THE WEIGHT OF EQUIPMENT.

6. THE CONTRACTOR SHALL HAVE A STRATEGY FOR NAVIGATING THE SITE WHICH WILL ATTEMPTS TO LIMIT THE EXTENT OF SITE DAMAGE TO THE GREATEST EXTENT

REASONABLY POSSIBLE WHICH WILL PRIORITIZE DEDICATING HAUL ROUTES AND CONCENTRATING STAGING AREAS. LIMITS OF CONSTRUCTION AND

DISTURBANCE SHALL BE A CORRIDOR 50' MAXIMUM FROM EXISTING FENCE ALIGNMENT INTO THE PARK. LIMITS OF DISTURBANCE WITHIN INTERSTATE

RIGHT-OF-WAY IS A DEFINED IN ACCESS PERMIT WITH ND D.O.T.

7. THE COR RESERVES THE RIGHT TO REQUIRE RELOCATION OR ANY PARKED OR IDLING EQUIPMENT PLACING THE PARK LANDSCAPE AT RISK. THE COR

ADDITIONALLY 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 OR WILDLIFE AT RISK TO DAMAGE OR CONTRACTOR PROACTIVE PROTECTION EFFORTS

PROVE TO BE INSUFFICIENT.

GENERAL SITE HOUSEKEEPING:

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. DO NOT ALLOW TRASH AND DEBRIS TO STOCKPILE UNTIL

CONCLUSION OF THE PROJECT AND SCHEDULE PERIODIC REMOVALS.

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

SURROUNDING BADLANDS ECOLOGY.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION USE OF RIGHT OF WAY AND REQUIRED PERMITTING:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE NPS OBTAINED NORTH DAKOTA D.O.T. AGREEMENT TO ENTER AND DO WORK ON

HIGHWAY RIGHT-OF-WAY AND REMAIN IN GOOD STANDING FOR THE DURATION OF THE PROJECT. THE NPS RETAINS THE AUTHORITY TO ENFORCE AND

DIRECT THE CONTRACTOR TO RETURN TO COMPLIANCE IF SITE ACTIVITIES ARE IN VIOLATION OF THE PERMIT AT ANY TIME IN THE CONTRACT.

2. NPS HAS COORDINATED WITH ND D.O.T. DURING THE DESIGN OF THE PROJECT THE AGREEABILITY OF THE INDICATED ACCESS POINTS ALONG THE

BOUNDARY FENCE ALIGNMENT.

3. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL INSURANCE REQUIREMENTS MEETING THE THRESHOLDS OF THE ND D.O.T. PERMIT AND HOLD IN

GOOD STANDING FOR THE DURATION OF THE REQUIRED PERIOD OF COVERAGE. INSURANCE SHALL BE INCLUSIVE THE LIMITS REQUIRED AS A PART OF THE

NPS TERMS OF THE CONTRACT.

4. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL AND INSURANCE COVERAGE TO THE CONTRACTING OFFICER PRIOR TO COMMENCING WITH ACCESS

ACROSS THE INTERSTATE RIGHT-OF-WAY.

5. THE CONTRACTOR SHALL EXPLICITLY LIMIT ALL RIGHT-OF-WAY ACCESS TO POINTS AND ROUTES APPROVED UNDER THE PERMIT WITH THE NORTH DAKOTA

D.O.T. UNAUTHORIZED ACCESS OR ACTIONS THAT ARE NOT IN ACCORDANCE WITH THE ISSUED ND D.O.T. PERMIT, RESULTING IN NOTIFICATION, FINE, OR

OTHER SHALL BE AT THE ACCOUNTABILITY OF THE CONTRACTOR AND ALL OF THEIR SUBCONTRACTORS OR OTHER AGENTS ACTING ON THEIR BEHALF.

WILDLIFE AWARENESS AND WORKER SAFETY:

1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE POTENTIAL WILDLIFE WHICH MAY BE ENCOUNTERED WITHIN THE NATIONAL PARK. HEED ALL

INSTRUCTIONS FROM THE COR AS RELAYED FROM PARK STAFF DIRECTING ANY MEASURES OR PRECAUTIONS TO LIMIT INCIDENTS WHICH MAY RESULT IN INJURY TO

WORKERS OR WILDLIFE.

2. BISON AND UNDOMESTICATED HORSE ARE PREVALENT WITHIN THE PARK AND ROAM WITHOUT RESTRICTION THROUGHOUT. DO NOT APPROACH OR TAUNT ANY

BISON OR HORSE AND REMAIN VIGILANT TO CEASE WORK OR TEMPORARILY MOVE FROM THE IMMEDIATE AREA IF BISON OR HORSE APPEAR INTENT ON

MIGRATING NEAR OR THROUGH THE WORK AREA. CONSULT WITH PARK NATURAL RESOURCE SPECIALISTS DURING PRE-CONSTRUCTION CONFERENCE, WEEKLY

SITE MEETINGS, OR AT ANY TIME NEW STAFF ARRIVES ON SITE TO LEARN SPATIAL DISTANCE TO KEEP AND INDICATING SIGNS TYPICALLY EXHIBITED BY BISON OR

HORSE THAT SERVE AS A WARNING.

3. RATTLESNAKES MAY BE ENCOUNTERED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES BY CONSULTING WITH PARK NATURAL RESOURCE SPECIALISTS

HABITAT AND BEHAVIORS TO REMAIN VIGILANT OF. SNAKES, ALONG WITH ALL WILDLIFE WITHIN THE NATIONAL PARK ARE CONSIDERED NATURAL RESOURCES

AND THE CONTRACTOR SHALL NOT INTENTIONALLY HANDLE, INJURE, OR KILL ANY WILDLIFE ENCOUNTERED.

4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO CONTAIN INTENDED WILDLIFE (BISON AND HORSE SPECIFICALLY) WITHIN THE PARK. ALL POINTS OF ACCESS

THROUGH THE EXISTING FENCE MUST BE ADEQUATELY CLOSED AND SECURED WHEN WORKERS ARE NOT PHYSICALLY PRESENT AT THAT IMMEDIATE LOCATION.

NO PORTIONS OF NEW FENCE CONSTRUCTION AND EXISTING FENCE REMOVALS SHALL LEAVE ANY OPENINGS WHEN NOT PHYSICALLY PRESENT ON THE

IMMEDIATE SITE. SEE INSTALLATION NOTES FOR FURTHER CONTENT REGARDING FENCE AND ACCESS MANAGEMENT.

PROJECT SEQUENCING:

1. THE PROJECT SHALL BE CONDUCTED TO PROVIDE ENCLOSURE OF THE NATIONAL PARK FOR WILDLIFE CONTAINMENT AND MANAGEMENT PURPOSES. THE

CONTRACTOR SHALL ENSURE CO/COR ACCEPTABLE CLOSURE OF ALL UNATTENDED ACCESS POINTS AND POINT OF TERMINATION EACH WORK DAY.

2. THE CONTRACTOR SHALL SUBMIT A PLAN DEPICTING MATERIALS AS WELL AS MEANS AND METHODS PROPOSED FOR TEMPORARY SECURING OPENINGS IN THE

BOUNDARY FENCE (EXISTING OR NEW) WHEN WORKERS ARE NOT ACTIVELY INSTALLING NEW FENCE OR ACCESSING THE SITE. PROVIDE TO THE CONTRACTING

OFFICER AS AN INFORMATIONAL SUBMITTAL FOR WRITTEN APPROVAL OR REJECTION OF THE PROPOSED SUBMITTAL.

3. FOR DESIGN ORIENTATION PURPOSES, THE EXISTING FENCE LINE IS BEING UTILIZED AS A STATIONING DATUM TO CALL OUT DISTANCES OR SPECIFIC POINTS

ALONG THE ALIGNMENT. STATION 0+00, THE POINT OF BEGINNING, IS LOCATED AT THE WEST END OF THE SCOPE OF WORK AREA WHERE TERMINATING AT

THE INTERSTATE 94 WEST BRIDGE ABUTMENT OVER THE LITTLE MISSOURI RIVER. STATION POINTS ALONG THE EXISTING FENCE ALIGNMENT ARE USED IN

NOTATIONS AND REFERENCE POINTS WITHIN THESE DOCUMENTS.

4. THE NEW FENCE LINE WILL BE SET 12' FROM THE EXISTING FENCE LINE INTO THE NATIONAL PARK TO AVOID ENCROACHMENT ONTO ND D.O.T. JURISDICTION.

THIS OFFSET WILL ESTABLISH A 'WORKING LANE' ON NPS PROPERTY FOR ABILITY TO MAINTAIN THE NEW FENCE. SEGMENTS OF THE NEW FENCE ALIGNMENT, WHERE LANDFORMS OR GEOLOGY DICTATE, REQUIRE GREATER OFFSET FROM EXISTING FENCE ALIGNMENTS. OFFSET FROM EXISTING FENCE SHALL BE NO LESS

THAN 12' UNLESS COORDINATED AND APPROVED WITH COR.

5. NEW FENCE CONSTRUCTION AND EXISTING FENCE REMOVALS SHALL TAKE PLACE IN 1/2 MILE INTERVALS (APPROX 2640 FEET). CONTRACTOR SHALL REQUEST

AN INSPECTION BY THE COR FOR ACCEPTANCE BY THE GOVERNMENT THEN REMOVE THE SEGMENT OF EXISTING FENCE ALONG THAT 1/2 MILE SEGMENT

PRIOR TO PROCEEDING WITH THE NEXT 1/2 MILE INCREMENT. SEE SPECIFICATION 01 10 00 PART 11 FOR FURTHER REQUIREMENTS FOR PHASING AND

GOVERNMENT ACCEPTANCE.

MATERIALS SPECIFICATIONS:

THE FOLLOWING MATERIAL SPECIFICATIONS ARE THE MINIMUM LEVEL OF PERFORMANCE THAT THE FINISHED INSTALLED FENCE SHALL CONSIST OF. THE

CONTRACTOR SHALL PROVIDE ALL PROPOSED MATERIALS TO BE PROCURED AND INSTALLED AS INFORMATIONAL SUBMITTALS FOR CO/COR WRITTEN

ACCEPTANCE, CONDITIONS OF ACCEPTANCE, OR REJECTION OF THE MATERIAL. ANY PROPOSED SUBSTITUTION OF MATERIAL OR LEVEL OF PERFORMANCE

DIFFERENT FROM WHAT IS NOTED HERE SHALL RECEIVE CONTRACTING OFFICER WRITTEN APPROVAL IN ORDER TO PROCEED.

ROUND STEEL POSTS:

A. OPTION 1: ASTM A-53-94, GRADE B, TYPE E OR TYPE S, SCHEDULE 40, MINIMUM WALL THICKNESS 0.154 INCHES, HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM

A123-89A.

B. OPTION 2: STAINLESS STEEL-40 PIPE MANUFACTURED FROM COLD FOMRED STEEL MEETING ASTM A569 WITH MINIMUM YIELD STRENGTH OF 50,000 PSI, MINIMUM WALL

THICKNESS 0.0130 INCHES, AND FINISHED WITH THREE PART COATING SYSTEM OF HOT DIPPED GALVAINIZNG WITH 1-OUNCE ZINC PER SQUARE FOOT IN ACCORDANCE WITH

ASTM A90, A CHROMATE CONVERSION COATING, AND AN ORGANIC CLEAR COATING. (NOTE - OPTION OF STEEL IS PROVIDED FOR CONTRACTOR MEANS AND METHODS

PROVIDED THE EQUIVALENCY OF CORROSION RESISTANCE IS PROVIDED IN MATERIAL SELECTION)

C. POST MINIMUM OUTSIDE DIAMETER OF 2.375 INCHES AND 10.5 FEET IN LENGTH.

D. PIPE SHALL RECEIVE A TOTAL OF (9) NINE 1/4-INCH THRU-HOLE BEGINNING 6-INCHES FROM TOP END OF PIPE AND 12" SPACING FOR HOLES 2 THROUGH 9. STAINLESS STEEL

OPTION WILL NOT BE REQUIRED TO UNDERGO GALVANIZATION.

E. AFTER PIPE HOLES ARE TAPPED, THE CONTRACTOR SHALL AT A MINIMUM APPLY A SPRAY GALVANIZATION COATING, COMPLYING WITH ASTM-D-520 ZINC (LEAD AND

CADMIUM FREE) AND CONTAINING 95% ZINC IN THE DRY FILM. BASIS OF DESIGN PRODUCT ZRC GALVILITE OR EQUIVALENT. AT CONTRACTOR OPTION, A SECOND HOT

DIPPED GALVANIZING PROCESS AFTER TAPPING HOLES IS ALSO AN ACCEPTABLE METHOD.

U-CHANNEL POSTS:

A. U-CHANNEL POSTS SHALL BE HEAVY DUTY 10-FOOT LONG POSTS IN COMPLIANCE WITH ASTM A-1075-12, GRADE 60 STEEL, 60 KSI YIELD STRENGTH MINIMUM AND 90 KSI

TENSILE STRENGTH MINIMUM. U-CHANNEL TO BE 3.0 LBS/FT

B. U-CHANNEL POSTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123-89A.

C, USE OF U-CHANNEL POSTS SHALL BE LIMITED TO WHERE SHOWN ON PLANS OR AS APPROVED BY THE CONTRACTING OFFICER. ALL OTHER POSTS SHALL BE ROUND PIPE POSTS

AS SPECIFIED. INSTALLED U-CHANNEL POSTS IN PORTIONS OF FENCE IN LIEU OF ROUND STEEL PIPE NOT APPROVED BY CO SHALL BE REMOVED AND REPLACED WITH ROUND

PIPE AT NO ADDITIONAL COST TO THE GOVERNMENT.

WOVEN WIRE:

A. WOVEN WIRE SHALL BE HIGH STRENGTH STEEL WIRE UTILIZING FIXED KNOTS TO SECURE THE VERTICAL STAY WIRES AND HORIZONTAL LINE WIRES TOGETHER IN A RIGID

MANNER. HINGED KNOTS ARE NOT ACCEPTABLE. WOVEN WIRE SHALL BE COMPOSED OF 9 HORIZONTAL WIRES SPACED 5 TO 7 INCHES APART TO TOTAL A ROLL HEIGHT OF

49-INCHES.VERTICAL STAY WIRES SHALL BE SPACED 6-INCHES APART.

B. MINIMUM SIZE FOR HORIZONTAL AND VERTICAL WIRES IS 12.5 GAUGE. HORIZONTAL WIRE MINIMUM TENSILE STRENGTH 178,000 PSI AND VERTICAL WIRES MINIMUM

TENSILE STRENGTH 124,000 PSI.

C. WOVEN WIRE TO HAVE A GALVANIZED COATING WITH MINIMUM 0.85 OUNCES OF ZINC PER SQUARE FOOT OF SURFACE AREA.

D. WIRE ROLES TO BE 350-FEET IN LENGTH MINIMUM.

E. ACCEPTABLE WOVEN WIRE INCLUDE, 'STAY-TUFF ST820' BY STAY-TITE FENCE, NEW BRAUNFELS, TX <OR> 'SOLIDLOCK' FIXED KNOT CATTLE FENCE949-6-12-1/2 BY BEKAERT OF

MARIETTA, GA <OR> CO APPROVED EQUAL MEETING THE SALIENT CHARACTERISTICS LISTED.

TIE WIRE:

A. TIE WIRES TO SECURE WOVEN WIRE TO POSTS SHALL BE A MINIMUM 13 GAUGE WIRE WITH MINIMUM TENSILE STRENGTH OF 70,000 PSI. TIE WIRE FINISH TO BE

GALVANIZED DULLED FINISH.

H-BRACE WIRE:

A. H-BRACE WIRE USED TO CROSS TIE VERTICAL AND HORIZONTAL STEEL PIPES SHALL BE A MINIMUM 9 GAUGE LOW CARBON GALVANIZED WIRE WITH 1200 LB.

BREAKING STRENGTH.

STEEL LIVESTOCK PANELS:

A. STEEL LIVESTOCK PANELS, 48" HEIGHT MINIMUM X VARIABLE LENGTH FOR USE WHERE ADDITIONAL FENCE MESH SUPPORT IS NEEDED (STEEP SLOPES, DRAINAGE OR

EROSIVE CUTS, IRREGULAR LANDFORMS WHERE WOVEN WIRE IS INSUFFICIENT TO PROVIDE STABILE SPANNING ENCLOSURE). MATERIAL TO BE ONE-PIECE WELDED

CONSTRUCTION GALVANIZED STEEL 4-GAGE WIRE RESISTANT TO SAG OR COLLAPSE WITH OPENINGS NO GREATER THAN 6".

AIRCRAFT CABLE:

A. AIRCRAFT CABLE RUNNING ALONG TOP OF FENCE SHALL BE 3/8" DIAMETER 7 BY 19 GALVANIZED MEETING FEDERAL SPECIFICATIONS RR-W-410E.

CONCRETE MIX:

A. WHERE REQUIRED TO ANCHOR POSTS, CONCRETE SHALL BE 4000 PSI PRE-BLENDED MIXTURE OF CEMENT AND AGGREGATES FOR GENERAL STRUCTURAL USES, REQUIRING

ONLY THE ADDITION OF WATER. COMPLIES WITH ASTM C39 (STRENGTH), C138 (UNIT WEIGHT), AND C143 (SLUMP). BASIS OF DESIGN IS 'QUICKRETE' HIGH STRENGTH

CONCRETE MIX OR EQUIVALENT.

GATE STRUCTURE:

A. PROVIDE A SHOP DRAWING SUBMITTAL WHICH IDENTIFIES ALL MATERIALS AND SHOP FABRICATED GATE STRUCTURE INCHES AND J-HANGER BOLTS. FRAME SHALL BE 2"

DIAMETER TUBE STEEL FRAME MEETING ASTM A-53-94, GRADE B, TYPE E OR TYPE S, SCHEDULE 40, MINIMUM WALL THICKNESS 0.154 INCHES, GALVANIZED IN ACCORDANCE

WITH ASTM A123-89A. CHAIN LINK MESH INFILL OF GATE PANELS SHALL BE 9 GA GALVANIZED STEEL MESH. GALVANIZED J-HANGER BOLTS AND HINGES SHALL BE HEAVY

DUTY A36 GRADE STEEL.

EXISTING FENCE DEMOLITION REQUIREMENTS:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LAWFUL DISPOSAL OF ALL EXISTING FENCE REMOVALS WITHIN THE SCOPE OF WORK

IDENTIFIED WITHIN THESE DOCUMENTS. NO MATERIALS SHALL BE BURIED, BURNED, OR DISPOSED OF WITHIN THE PARK.

2. PER PROJECT PHASING, UPON COMPLETION OF 1/2 MILE OF NEW FENCE INSTALLATION AND ACCEPTANCE OF INSTALLED WORK BY THE GOVERNMENT, THE

1/2 MILE OF EXISTING FENCE PARALLELING THE NEWLY INSTALLED SHALL BE REMOVED, TEMPORARY STOCKPILED, AND TRANSPORTED FROM THE PARK

PROPERTY. REMOVAL STOCKPILING SHALL BE PROGRESSIVE AS WORK ADVANCES AND NOT BE ALLOWED TO REMAIN THROUGH TO THE FINAL COMPLETION

OF THE PROJECT.

3. ALL CUTTING OF METAL POSTS SHALL BE BY SAW BLADE OR METHOD WHICH DOES NOT PRODUCE SPARKS. HOT WORK SHALL NOT BE PERMITTED WHICH

INCLUDES TORCH, GRINDING WHEEL, OR OTHER SPART EMITTING TOOL.

4. U-CHANNEL POST REMOVAL: ALL U-CHANNEL POSTS SHALL BE EXTRACTED FROM THE GROUND IN THEIR ENTIRETY UNLESS THEY ARE EMBEDDED IN

CONCRETE. CONCRETE EMBEDDED U-CHANNEL POSTS SHALL BE ALLOWED TO BE FLUSH CUT AT GRADE WITH CONCRETE AND EMBED TO BE ALLOWED TO

REMAIN BELOW GRADE.

5. ROUND STEEL POST REMOVAL: ALL STEEL ROUND POSTS SHALL BE REMOVED BY EXTRACTION IN THEIR ENTIRETY IF SOIL EMBEDDED OR FLUSH CUT AT GRADE

IF EMBEDDED IN CONCRETE. CONCRETE EMBEDDED ROUND PIPE SHALL BE ALLOWED TO REMAIN BELOW GRADE. NO HOT WORK (SPARK OR FLAME

EMITTING) IS PERMITTED IN CUTTING PIPE. BY SLEDGE OR OTHER METHOD, POUND DOWN ANY REMNANT POST FROM CUTTING INTO GRADE.

6. TO ASSIST THE NPS IN DOCUMENTING RECYCLING, THE CONTRACTOR SHALL BE REQUIRED TO RECORD TOTAL WEIGHT AND/OR QUANTITIES OF METAL OR

OTHER APPLICABLE MATERIALS WHICH IS DIVERTED FROM LANDFILLS TO RECYCLING FACILITIES. PROVIDE DOCUMENTATION IN THE FORM OF RECEIPT COPY

DOCUMENTING WEIGHT FROM RECYCLING FACILITY RECEIVING MATERIAL.

NEW FENCE INSTALLATION REQUIREMENTS:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS, EQUIPMENT, AND PERSONNEL REQUIRED TO PERFORM THE SCOPE OF WORK AS

DEFINED WITHIN THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS. THE FINISHED PRODUCT SHALL MEET THE MATERIALS AND DETAILS TO THE LEVEL

OF FINISH WITHIN THESE CONSTRUCTION DOCUMENTS.

2. ANY NECESSARY DEVIATION FROM ALIGNMENT OR DETAIL DUE TO TOPOGRAPHY, GEOLOGY, OR OTHER CO/COR DETERMINED JUSTIFIED INFLUENCES SHALL

BE ADDRESSED WITH THE CO/COR FOR DIRECTION TO PROCEED PRIOR TO COMMENCING WITH WORK FALLING OUTSIDE THE SCOPE OF WORK PROVIDED

WITHIN THESE DOCUMENTS.

3. ROUND PIPE LINE POST SPACING: 16'-0" MAX.

4. U-CHANNEL POST LINE SPACING: 12'-0" MAX. AND ONLY WHERE ALLOWED BY THESE DOCUMENTS OR CO/COR WRITTEN APPROVAL.

5. SINGLE H-BRACE LOCATIONS: LOCATE SINGLE H-BRACE STRUCTURES AT THE FOLLOWING LOCATIONS:

- WHERE SPLICE BETWEEN ROLLS OF WOVEN WIRE MESH ARE TO BE TIED OFF (DETAIL 4/L2.1)

- WHERE ABRUPT CHANGES IN GRADE OCCUR, PLACE A SINGLE H-BRACE AT TOP AND BOTTOM OF SLOPE. (DETAIL X/L2.3)

- AT LATCH SIDE OF GATES (DETAIL 4/L2.2)

- WHERE DEFLECTION CHANGE IN ALIGNMENT OCCURS AND IS LESS THAN 3'-0" OR 22° CHANGE IN ANGLE (DETAIL 2/L2.1)

- ALONG IN-LINE POST ALIGNMENTS ACROSS OPEN GROUND WHERE OTHER STRUCTURES ARE INSTALLED A SPACING NO GREATER THAN 350' APART

(ASSUME WIRE MESH ROLL LENGTH PROVIDED BY MANUFACTURER WILL DICTATE SPACING AND REQUIREMENT OF H-BRACE AT SPLICE; HOWEVER NO

GREATER THAN 350 LINEAR FEET).

- OTHER LOCATIONS WHERE TERRAIN OR STABILITY OF FENCE INSTALLATION WARRANTS.

6. DOUBLE H-BRACE LOCATIONS: LOCATE DOUBLE H-BRACE STRUCTURES AT THE FOLLOWING LOCATIONS:

- WHERE DEFLECTION IN FENCE ALIGNMENT OCCURS GREATER THAN 3'-0" OR 22° CHANGE IN ANGLE (DETAIL 2/L2.1)

- WHERE 90° CORNERS OCCUR (3/L2.1)

- AT GATES - BOTH HINGE AND FREE ENDS (DETAIL 1/L2.2)

-OTHER LOCATIONS WHERE TERRAIN OR STABILITY OF FENCE INSTALLATION WARRANTS AND A SINGLE H-BRACE SOLUTION IS INSUFFICIENT TO PROVIDE

NECESSARY STABILITY.

7. GATE STRUCTURES: LOCATE WHERE SHOWN ON SITE PLANS.

8. DRAINAGE CROSSINGS OR OTHER CUSTOMIZED INSTALLATIONS RESPONDING TO SPECIFIC LANDFORM CONDITIONS AS NOTED AND DETAILED WITHIN THESE

CONSTRUCTION DOCUMENTS OR AS APPROVED BY CO IN WRITING DUE TO CHANGING SITE OR UNFORESEEN CONDITIONS.

8. CONSTRUCT BOUNDARY FENCE IN PHASES OF 1/2 MILE INCREMENTS WITH REQUEST FOR GOVERNMENT INSPECTION AND ACCEPTANCE FOLLOWED BY

REMOVAL OF EXISTING FENCE PARALLELING NEWLY COMPLETED 1/2 MILE SEGMENT PRIOR TO PROCEEDING WITH NEXT PHASE OF NEW FENCE. DEVIATIONS

FROM THIS PLANNED PHASING SUBJECT TO THE APPROVED CONTRACTOR SUBMITTED PHASING PLAN OR AS APPROVED IN THE FIELD DUE TO

TOPOGRAPHIC OR OTHER CO/COR JUSTIFIED INFLUENCES. SEE SPECIFICATIONS DIVISION 01 10 00 PART 11 FOR INCREMENTAL ACCEPTANCE OF WORK.

WIRE TYING TOOL FOR CONSIDERATION:

IT IS ENCOURAGED THAT THE CONTRACTOR ESTABLISH AN

EFFICIENCY IN METHODS FOR INSTALLING AND TYING OFF FENCE

MESH. THE FOLLOWING IS NOT A REQUIREMENT OF THE

CONTRACTOR TO PROVIDE OR UTILIZE AND IS PROVIDED FOR

CONVENIENCE OF CONSIDERATION ONLY:

NPS STAFF PERFORMED FENCE CONSTRUCTION EFFORTS HAVE

DEVELOPED A SIMPLISTIC TOOL FOR WRAPPING TIE WIRE TO THE

WOVEN WIRE MESH.

SHOP CUT 1/8" STEEL BAR STOCK, 1-INCH WIDE X 3 1/2-INCH

LONG WITH 1/4-INCH HOLE TAPPED EACH END AND SHOP EASE

AND GRIND ENDS TO A RADIUS FOR EASE OF HAND USE:

EXISTING GATE ALLOWED USE FOR TEMPORARY

PURPOSES:

AT CONTRACTOR'S OPTION, THE EXISTING GATE LOCATED AT

THE WESTERN LIMITS OF ALIGNMENT MAY BE USED AS THE

CONTRACTOR'S TEMPORARY ACCESS GATE. THIS GATE MAY BE

USED IN ITS CURRENT STATE UNTIL THE FIRST ONE-HALF MILE

SEGMENT IS COMPLETED THEN TRANSFER ON TO THE

LOCATION(S) DENOTED ON THE PLANS AS ALLOWED

ACCESSES.

GATE MEASURES 11'-0" IN LENGTH X 6' IN HEIGHT WITH

L-BOLT TYPE HINGES AND NO LATCH OTHER THAN USE OF A

CHAIN AND PADLOCK.

THE CONTRACTOR IS NOT REQUIRED TO USE THIS GATE AND

THIS INFORMATION IS PROVIDED FOR THE CONTRACTOR'S

CONVENIENCE ONLY.

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\THRO Boundary Fence 05 2023\Drawings\THRO Boundary Fene_L0-1.dwg 11/20/2024 1:38 PM BY Bentley, Thomas Lee 11/20/2024 1:38 PM BY Bentley, Thomas Lee11/20/2024 1:38 PM BY Bentley, Thomas Lee BY Bentley, Thomas LeeBentley, Thomas Lee

AutoCAD SHX Text

PARK 378 PROJECT 80125

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PMIS NO.

AutoCAD SHX Text 258443

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SHEET

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OF 10

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THEODORE ROOSEVELT NATIONAL PARK MEDORA, NORTH DAKOTA

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DATE:

AutoCAD SHX Text 11/26/2024

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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TLB

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TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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GENERAL NOTES

CATTLE GUARD

(EXISTING)

0+00

20+00

30+00

40+00

50+00

0+00

70+00

0+00

90+00

100+00

I N T E R S T A T E 9 4

E A S T R I V E R R O A D

E A

S T

R I V

E R

EXIT 27

MEDORAMEDORA

THRO

VISITOR

CENTER

L I T T L E M I S S O

U R I R I V E R

S H E E P C R E E K

S H E E P C R E E K

S H E E P C R E E K

C R E E K

S H E E P

CONTRACTOR STAGING AND ACCESS:

1. THE CONTRACTOR SHALL LIMIT POINTS OF ACCESS ONTO THE SITE AS AUTHORI ED FROM NPS OBTAINED ND D.O.T. PERMITS (SEE NOTES SHEET L0.1 PRECEDING THIS SHEET). ACCESS FROM EAST RIVER ROAD (PARK ENTRY ROAD) SHALL NOT BE A PRIMARY POINT OF ACCESS HOWEVER MAY BE SITUATIONALLY

UTILI ED WHEN APPROVED BY THE CO/COR.

2. CONTRACTOR SHALL BE ALLOWED TO PLACE NEW MATERIALS EQUIPMENT AND STOCKPILE REMOVALS WITHIN A 100' X 100' AREA INSIDE THE PARK AT EACH GATE ACCESS LOCATION UNLESS GREATER AREA IS APPROVED BY THE COR. NO PARKING OR STAGING ALLOWED WITHIN INTERSTATE RIGHT-OF-WAY

UNDER ND D.O.T. PERMIT.

3. THE CONTRACTOR SHALL BE ALLOWED A MAXIMUM 50' WIDE OFFSET FROM EXISTING FENCE INTO PARK

FOR LIMITS OF CONSTRUCTION.

4. THE CONTRACTOR SHALL PROVIDE AS A SHOP DRAWING SUBMITTAL PROPOSED MEANS OF FORMING TEMPORARY ACCESS POINT THROUGH EXISTING FENCE FOR CO APPROVAL PRIOR TO PROCEEDING WITH

THE WORK. ANY GATES PERMANENT OR TEMPORARY THAT THE CONTRACTOR PLACES A LOCK ON

SHALL PROVIDE KEY OR COMBINATION TO THE COR FOR NPS TO HAVE ACCESS TO THE WORK AREA.

LEGEND:

THE FOLLOWING NOTATIONS ON THE ENLARGED SITE PLAN SHEETS IDENTIFY EXISTING STRUCTURES (TERM TO MEAN CORNER OR IN-LINE BRACES DRAINAGE CROSSINGS OTHER) GREATER THAN TYPICAL IN-LINE SINGLE

POSTS. EXISTING STRUCTURES IDENTIFIED WITH BEST INFORMATION AVAILABLE BY NPS.

NEW STRUCTURES NECESSARY IN ORDER TO PROVIDE A STABILI ED INSTALLATION ARE PER INSTALLATION NOTES ON L0-1 DETAILS ON L2 SHEETS OR AS FIELD CONDITIONS WARRANT. VARIANCES IN THE TOPOGRAPHY GEOLOGY UNFORESEEN CONDITIONS OR OTHER MAY REQUIRE FIELD AD USTMENT DETERMINATIONS WHICH MAY REQUIRE ADDITIONAL STRUCTURES GREATER THAN SINGLE POSTS THAN INITIALLY ESTIMATED TO BE INSTALLED OR AD USTMENT TO FENCE ALIGNMENT. COMMUNICATE ANY VARIANCES WITH CO/COR TO RECEIVE

CO/COR WRITTEN DETERMINATION OR APPROVAL OF FIELD MODIFICATIONS.

(B) EXISTING IN-LNE BRACE (C) EXISTING CORNER BRACING

(V) EXISTING SCRUB OR TREE VEGETATION

G NEW PERMANENT SWING GATE TG TEMPORARY CONSTRUCTION ACCESS GATE

D DRAINAGE/EROSION CROSSING

G

TG

G

GG

STATIONING NOTES:

1. AS A MEANS OF IDENTIFYING DISTANCES AND KEY POINTS ALONG THE EXISTING AND PROPOSED FENCE ALIGNMENT A STATIONING METHOD IS BEING USED AS NOTATED ON THIS AND OTHER SITE PLAN

DRAWINGS. THIS METHOD IS INTENDED AS A COMMUNICATION AND EXTENTS OF PROGRESS

COMPLETION TOOL ONLY.

2. THE STATIONING METHOD (XX+XX) IS MEASURING FOOT DISTANCES FROM THE POINT OF BEGINNING WITH THE FIRST PAIR OF NUMBERS BEING INCREMENTS OF 100'S AND SECOND PAIR AS DISTANCE BETWEEN EACH HUNDRED FOOT INCREMENT. EXAMPLES: 1+00 READS AS 100' 10+00 READS AS1000'

AND 5+25 READS AS 525 FEET.

3. STATIONING INDICATED ON THIS OVERALL SITE PLAN (SCALE 1:500) IS NOTED IN INCREMENTS OF 1000' AND SUBSEQUENT ENLARGED SITE PLANS (SCALE 1:100) ARE NOTED IN INCREMENTS OF 200'.

REPRESENTATIONAL PHOTOGRAPHS:

THE FOLLOWING PHOTOGRAPHS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND DO NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARI E THEMSELVES WITH THE SITE PRIOR TO SUBMITTING THEIR BID. THESE PHOTOS DO NOT CAPTURE THE TOTALITY OF THE PRO ECT AREA HOWEVER THEY PROVIDE A REPRESENTATIONAL EXAMPLE OF THE EXISTING FENCE CONSTRUCTION THAT IS TO BE REMOVED AND THE TERRAIN THE CONTRACTOR SHALL BE EQUIPPED TO NAVIGATE IN ORDER TO PERFORM THE WORK.

T-POST IN LINE POSTS ACROSS OPEN COUNTRY IN LINE POSTS ACROSS EROSIVE INCISED TOPOGRAPY

CORNER STRUCTURE WITH CAPTURED R.O.W. MARKER IN LINE STRUCTURE

LIVESTOCK CROSSING GUARD AT PARK ROAD I-94 BRIDGE ABUTMENT WITH CORNER POST OFFSET

R O

A D

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PARK 378 PROJECT 80125

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PMIS NO.

AutoCAD SHX Text 258443

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SHEET

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OF 10

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THEODORE ROOSEVELT NATIONAL PARK MEDORA, NORTH DAKOTA

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DATE:

AutoCAD SHX Text 04/22/2024

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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TLB

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TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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OVERALL SITE PLAN ACCESS AND STAGING

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AutoCAD SHX Text WESTERN LIMITS OF SCOPE OF WORK - I-94 BRIDGE ABUTMENT WEST BOUND. FENCE OFFSET FROM BRIDGE WITH NO CONTACT. TERMINATE NEW FENCE WITH DOUBLE H-BRACE STRUCTURE AND RE-TIE EXISTING EAST/WEST RUNNING FENCE TO NEW H-BRACE STRUCTURE.

AutoCAD SHX Text RETURN NEW FENCE ALIGNMENT TO TIE OFF TO EXISTING PARK ROAD LIVESTOCK GUARD GATE (STATION 0+00). SEE DETAIL 2-L2.4 THE CONTRACTOR SHALL NOT OBSTRUCT PARK STAFF OR VISITOR VEHICULAR ACCESS. PROVIDE SIGNAGE AND DEDICATED TRAFFIC DIRECTING QUALIFIED INDIVIDUALS DURING ALL ACTIVE WORK TAKING PLACE IN DIRECT PROXIMITY TO THE ROAD. SEE SHEET L1.3

AutoCAD SHX Text LOCATION OF NEW PERMANENT ACCESS GATE AT CORNER OF FENCE AND ALIGNED IN NORTH/SOUTH DIRECTION. REPLACES LOCATION OF EXISTING GATE IN EXISTING FENCE. GATE STRUCTURE DBL H-BRACE TO BE COMBINED WITH CORNER CONDITION DBL H-BRACE STRUCTURE. FIELD VERIFY SUITABILITY FOR ABILITY TO SWING GATE FULL OPEN 180°INWARD AND OUTWARD IN POSITIONING THE GATE AND FENCE CORNER.

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LOCATION OF TEMPORARY CONSTRUCTION ACCESS GATE APPROX. STATION 40+50.

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INTERSTATE MILE MARKER 25

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INTERSTATE MILE MARKER 26

AutoCAD SHX Text LOCATION OF NEW PERMANENT ACCESS GATE ALIGNING NORTH/SOUTH IN THE JOG OF THE FENCE AND INCORPORATING THE SOUTH CORNER DBL H-BRACE CONDITION WITH THE GATE DETAIL. APPROX. STATION 74+60. FIELD VERIFY SUITABILITY FOR ABILITY TO SWING GATE FULL OPEN 180°INWARD AND OUTWARD.

AutoCAD SHX Text

INTERSTATE MILE MARKER 27

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BASE BID

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BID ADDTIVE 1

AutoCAD SHX Text BASE BID TERMINATES WITH GATE INSTALLATION AND DOUBLE H-BRACE STRUCTURE AT FREE END OF GATE.SEE SPECIFICATIONS SECTION 01 10 00 FOR FURTHER DEFINITION OF BASE BID AND BID ALTERNATIVE 1 tbentley Text Box tbentley Text Box 103+70) tbentley Rectangle

0+00

15+00

5+00

(B)

(C)

(B) (B)

(B)

(V)

(B)

(C) (C)

(V)

(V)

(V)

(V)

20+00

25+00

(C) (C)

(C)(C)

(C)

(C)

(C)

(C) (B)

(B)

(B)

(V)

(V)

(V)

(V)

(V)

(V)

25+00

35+00

40+00

45+00

50+00

55+00

1 STATION 0+00 - 25+00

2 STATION 25+00 - 55+00

LEGEND:

(B) EXISTING IN-LNE BRACE (C) EXISTING CORNER BRACING

(V) EXISTING SCRUB OR TREE VEGETATION

G NEW PERMANENT SWING GATE TG TEMPORARY CONSTRUCTION ACCESS GATE

D DRAINAGE/EROSION CROSSING

L I T T L E M I S S O

U R I R I V

E R

S H E E P

C R E E K

I N T E R S T A T E 9 4

TG

I N T E R S T A T E 9 4

S H E E P C R E E K

NOTE:

EXISTING FIELD SURVEYED STRUCTURES (IN-LINE AND CORNER BRACES) ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE REMOVALS SCOPE OF WORK. THEY DO NOT DIRECTLY TRANSLATE TO

QUANTITIES OF NEW IN-LINE AND CORNER STRUCTURES REQUIRED TO COMPLETE THE WORK.

TOPOGRAPHY SHOWN ARE STATE OF NORTH DAKOTA LIDAR FLOWN IN 5 FOOT INCREMENTS AND PROVIDED AS REPRESENTATION OF THE GENERAL GRADIENT AND TERRAIN THE CONTRACTOR SHALL EXPECT TO

CONSTRUCT WITHIN.

NEW FENCE ALIGNMENT

EXISTING FENCE ALIGNMENT

NEW FENCE ALIGNMENTEXISTING FENCE ALIGNMENT

G

AutoCAD SHX Text

PARK 378 PROJECT 80125

AutoCAD SHX Text

PMIS NO.

AutoCAD SHX Text 258443

AutoCAD SHX Text

SHEET

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OF 10

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THEODORE ROOSEVELT NATIONAL PARK MEDORA, NORTH DAKOTA

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DATE:

AutoCAD SHX Text 04/22/2024

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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TLB

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TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

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FENCE ALIGNMENT PLAN STA. 0+00 - 55+00

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AutoCAD SHX Text LOCATION OF NEW PERMANENT ACCESS GATE IN APPROXIMATE LOCATION OF EXISTING GATE. GATE STRUCTURE AND CORNER DOUBLE H-BRACE DETAILING MAY COMBINE WITH FENCE POSITIONED IN THE CORNER ALIGNING NORTH/SOUTH. FIELD VERIFY SUITABILITY FOR ABILITY TO SWING GATE FULL OPEN 180°INWARD AND OUTWARD.

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INTERSTATE MILE MARKER 25

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LOCATION OF TEMPORARY CONSTRUCTION ACCESS GATE APPROX. STATION 40+50.

AutoCAD SHX Text INSTALL NEW FENCE WITH 12' OFFSET FROM EXISTING FENCE ALIGNMENT (TYP.). FIELD VARIANCES DUE TO TOPOGRAPHY OR OTHER OBSTRUCTION MAY REQUIRE ADJUSTMENT. ADJUST BY VARIANCE GREATER THAN 12' IN ORDER TO ENSURE NPS ABILITY TO NAVIGATE ON PARK PROPERTY ON INTERSTATE SIDE OF FENCE

AutoCAD SHX Text INSTALL NEW FENCE WITH 12' OFFSET FROM EXISTING FENCE ALIGNMENT (TYP.). FIELD VARIANCES DUE TO TOPOGRAPHY OR OTHER OBSTRUCTION MAY REQUIRE ADJUSTMENT. ADJUST BY VARIANCE GREATER THAN 12' IN ORDER TO ENSURE NPS ABILITY TO NAVIGATE ON PARK PROPERTY ON INTERSTATE SIDE OF FENCE

AutoCAD SHX Text DUE TO LANDFORM CENTERED ON APPROXIMATELY STATION 30+00, THE CONTRACTOR'S OPTION TO USE U-CHANNEL POSTS IN PLACE OF STEEL PIPE POSTS IS ALLOWED. ADHERE TO DETAILS ON SHEET L2.3 AND INSTALLATION PARAMETERS ON SHEET L0.1 FOR PERMISSIBLE USE OF U-CHANNEL POSTS. U-CHANNEL ALIGNMENT MAY BE ALLOWED UP TO 250-LINEAR FEET MAXIMUM TOTAL LENGTH CENTERED ON THE HIGHPOINT OF THE LANDFORM WITHIN FENCE ALIGNMENT. TERMINATE RUN OF U-CHANNEL POST USE WITH H-BRACE STRUCTURE AT EAST AND WEST TRANSITION BACK TO STEEL PIPE POST.

AutoCAD SHX Text NEW FENCE OFFSET REDUCES FROM 12' FROM EXISTING FENCE IN THIS LOCATION IN ORDER TO PROVIDE A STRAIGHT CHORD. PROVIDE DOUBLE H-BRACE CORNER STRUCTURE (1/L2.3) AT BEND IN ALIGNMENT. THIS CORNER MAY SERVE AS TRANSITION FROM U-CHANNEL TO STEEL PIPE USE.

AutoCAD SHX Text

PROVIDE DOUBLE H-BRACE CORNER STRUCTURE (1/L2.3) AT BEND IN ALIGNMENT.

WESTERN LIMITS OF SCOPE OF WORK - I-94 BRIDGE ABUTMENT WEST BOUND. FENCE OFFSET FROM BRIDGE WITH NO CONTACT WITH BRIDGE STRUCTURE OR ABUTMENTS. TERMINATE NEW FENCE WITH DOUBLE H-BRACE STRUCTURE AND RE-TIE EXISTING EAST/WEST RUNNING FENCE, WHICH ALIGNS TOWARDS THE RIVER, TO NEW H-BRACE STRUCTURE.

90+00

(C)

(C)

(C)

(C)

(B)

(B)

(B)

(B)

(B)

(B)

(B)

(V)

(V)

(V)

(V)

(V)

(V)

55+00

0+00

5+00

70+00

75+00

0+00

5+00

1 STATION 55+00 - 90+00

LEGEND:

(B) EXISTING IN-LNE BRACE (C) EXISTING CORNER BRACING

(V) EXISTING SCRUB OR TREE VEGETATION

G NEW PERMANENT SWING GATE TG TEMPORARY CONSTRUCTION ACCESS GATE

D DRAINAGE/EROSION CROSSING

I N T E R S T A T E 9 4

S H E E P C R E E K

NOTE:

EXISTING FIELD SURVEYED STRUCTURES (IN-LINE AND CORNER BRACES) ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE REMOVALS SCOPE OF WORK. THEY DO NOT DIRECTLY TRANSLATE TO

QUANTITIES OF NEW IN-LINE AND CORNER STRUCTURES REQUIRED TO COMPLETE THE WORK.

TOPOGRAPHY SHOWN ARE STATE OF NORTH DAKOTA LIDAR FLOWN IN 5 FOOT INCREMENTS AND PROVIDED AS REPRESENTATION OF THE GENERAL GRADIENT AND TERRAIN THE CONTRACTOR SHALL EXPECT TO

CONSTRUCT WITHIN.

E A S T R I V E R R O A D

NEW FENCE ALIGNMENT

EXISTING FENCE ALIGNMENT

G

D D

D

D

D D

D

(V)(V) D

D

D

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PARK 378 PROJECT 80125

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PMIS NO.

AutoCAD SHX Text 258443

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SHEET

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OF 10

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THEODORE ROOSEVELT NATIONAL PARK MEDORA, NORTH DAKOTA

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DATE:

AutoCAD SHX Text 04/22/2024

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DRAWING NO.

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SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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TLB

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TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

AutoCAD SHX Text L1.2

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FENCE ALIGNMENT PLAN STA. 55+00 - 90+00

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AutoCAD SHX Text INSTALL NEW FENCE WITH 12' OFFSET FROM EXISTING FENCE ALIGNMENT (TYP.). FIELD VARIANCES DUE TO TOPOGRAPHY OR OTHER OBSTRUCTION MAY REQUIRE ADJUSTMENT. ADJUST BY VARIANCE GREATER THAN 12' IN ORDER TO ENSURE NPS ABILITY TO NAVIGATE ON PARK PROPERTY ON INTERSTATE SIDE OF FENCE

AutoCAD SHX Text LOCATION OF NEW PERMANENT ACCESS GATE POSITIONED IN NORTH/SOUTH JOG IN FENCE ALIGNMENT. APPROX. STATION 74+60. FIELD VERIFY SUITABILITY FOR ABILITY TO SWING GATE FULL OPEN 180° INWARD AND OUTWARD.

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BASE BID

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BID ADDITIVE 1

BASE BID TERMINATES WITH GATE INSTALLATION AND DOUBLE H-BRACE CORNER STRUCTURE. SEE SPECIFICATIONS SECTION 01 10 00 FOR FURTHER DEFINITION OF BASE BID AND BID ALTERNATIVE 1

CATTLE GUARD

(EXISTING)

(C) (C)

(C)

(C)

(B)

(B)

(B)

(B)

(B)

(B)

(V)

125' +/-

90+00

95+00

100+00

(C)

(C)

(B)

(B)

(B)

(V)

(V)

1 STATION 90+00 - 103+70

LEGEND:

(B) EXISTING IN-LNE BRACE (C) EXISTING CORNER BRACING

(V) EXISTING SCRUB OR TREE VEGETATION

G NEW PERMANENT SWING GATE TG TEMPORARY CONSTRUCTION ACCESS GATE

D DRAINAGE/EROSION CROSSING

NOTE:

EXISTING FIELD SURVEYED STRUCTURES (IN-LINE AND CORNER BRACES) ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE REMOVALS SCOPE OF WORK. THEY DO NOT DIRECTLY TRANSLATE TO

QUANTITIES OF NEW IN-LINE AND CORNER STRUCTURES REQUIRED TO COMPLETE THE WORK.

TOPOGRAPHY SHOWN ARE STATE OF NORTH DAKOTA LIDAR FLOWN IN 5 FOOT INCREMENTS AND PROVIDED AS REPRESENTATION OF THE GENERAL GRADIENT AND TERRAIN THE CONTRACTOR SHALL EXPECT TO

CONSTRUCT WITHIN.

I N T E R S T A T E 9 4

E A

S T

R

I V E

O

A D

S H E E P C R E E K

N

EW

FEN

CE ALIG

N M

EN

T

EXISTIN

G

FEN

CE ALIG

N M

EN

T

D

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PARK 378 PROJECT 80125

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PMIS NO.

AutoCAD SHX Text 258443

AutoCAD SHX Text

SHEET

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OF 10

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THEODORE ROOSEVELT NATIONAL PARK MEDORA, NORTH DAKOTA

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 04/22/2024

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SUBSHEET

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DESIGNER:

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CADD:

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TECH REVIEW:

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TLB

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TLB

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TLB

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INITIAL

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SHEET

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REVISION

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DATE

AutoCAD SHX Text L1.3

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FENCE ALIGNMENT PLAN STA. 90+00 - 103+70

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AutoCAD SHX Text INSTALL NEW FENCE WITH 12' OFFSET FROM EXISTING FENCE ALIGNMENT (TYP.). FIELD VARIANCES DUE TO TOPOGRAPHY OR OTHER OBSTRUCTION MAY REQUIRE ADJUSTMENT. ADJUST BY VARIANCE GREATER THAN 12' IN ORDER TO ENSURE NPS ABILITY TO NAVIGATE ON PARK PROPERTY ON INTERSTATE SIDE OF FENCE

AutoCAD SHX Text RETURN NEW FENCE ALIGNMENT TO TIE OFF TO EXISTING PARK ROAD LIVESTOCK GUARD GATE AT APPROXIMATE STATION 103+70. SEE DETAIL 2-L2.4 FOR FENCE TERMINATION DETAIL THE CONTRACTOR SHALL NOT OBSTRUCT PARK STAFF OR VISITOR VEHICULAR ACCESS. PROVIDE SIGNAGE AND DEDICATED TRAFFIC DIRECTING QUALIFIED INDIVIDUALS DURING ALL ACTIVE WORK TAKING PLACE IN DIRECT PROXIMITY TO THE ROAD.

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INTERSTATE MILE MARKER 26

AutoCAD SHX Text DUE TO LANDFORM CENTERED ON APPROXIMATELY STATION 92+85, THE CONTRACTOR'S OPTION TO USE U-CHANNEL POSTS IN PLACE OF STEEL PIPE POSTS IS ALLOWED. ADHERE TO DETAILS ON SHEET L2.3 AND INSTALLATION PARAMETERS ON SHEET L0.1 FOR PERMISSIBLE USE OF U-CHANNEL POSTS. U-CHANNEL ALIGNMENT MAY BE ALLOWED FROM CORNER H-BRACE ROUND PIPE POST STRUCTURE TO APPROXIMATELY 16' WEST OF KNOLL LANDFORM. TERMINATE RUN OF U-CHANNEL POST USE WITH ROUND PIPE H-BRACE STRUCTURE AT WEST TRANSITION BACK TO STEEL PIPE POST.

BID ADDITIVE 1 TERMINATES AT TIE OFF TO EXISTING CATTLE GUARD STRUCTURE

STANDARD FENCE RUN

EVEN TERRAIN IN-LINE BRACE SLOPED TERRAIN IN-LINE BRACE

(9) " DIA. THRU-DRILLED 14" DIA. THRU-DRILLED HOLES SPACED 1'-0"

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POSITION LAST HOLE 2'-0" FROM IN-GROUND END OF POST

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POSITION FIRST HOLE 6" FROM TOP END OF POST

AutoCAD SHX Text TYPICAL STEEL PIPE POST - 2.375" MIN O.D. X 10'-6" MIN. SEE MINIMUM LEVEL OF PERFORMANCE SPECIFICATIONS, SHEET L0.1

AutoCAD SHX Text ACCESS GATE STEEL PIPE POST - 2.875" MIN O.D. X 10'-6" MIN. SEE MINIMUM LEVEL OF PERFORMANCE SPECIFICATIONS, SHEET L0.1. PROVIDE SAME HOLE SPACING AS TYP. IN LINE POST.

AutoCAD SHX Text POST HOLE TAP, APPLY SPRAY GALVANIZED COATING, 95% ZINC, ASTM-D-520 (LEAD AND CADMIUM FREE) TO EXPOSED HOLE SURFACE

AutoCAD SHX Text NOTE: INSTALLATION LOCATION OF 13 GA. WIRE TIES (8 PER POST). LOCATED AT THE INTERSECTIONS OF THE TOP AND BOTTOM WOVEN-WIRE STRANDS, AND 4 ADDITIONAL TIES EVENLY SPACED ON EACH STEEL T-POST

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13 GA. WIRE TIES @ 12"

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38" AIRLINE CABLE FASTENED TO POST W/ CABLE CLIP

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GRADE

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WOVEN WIRE 12" +/- (2-ROW) OVERLAP

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10'-6" STEEL PIPE POST - SEE MATERIAL SPECIFICATIONS SHEET L0.1

AutoCAD SHX Text 4000 PSI QUICKCRETE BAG MIX WHERE GEOLOGY REQUIRES EXCAVATION FOR POST INSTALL. SIZE OF EXCAVATION AND CONCRETE REQUIRED VARIES.

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GALVANIZED STEEL LINE POST - SEE MATERIALS NOTES ON SHEET L0.3

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13 GA. MIN DULLED STEEL POST WIRE TIE - SEE MATERIALS NOTES ON SHEET L0.3

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WOVEN-WIRE VERTICAL STEEL WIRE (POSITION RELATIVE TO LINE POST VARIES)

AutoCAD SHX Text 16" MIN. WIRE TIE - FASTEN TO HORIZONTAL WOVEN WIRE WITH 3-WRAPS MIN. TO SECURLY TIE OFF

AutoCAD SHX Text 14" DIA. THRU-DRILLED HOLES WITH SPRAY ZINC COATING APPLIED POST HOLE TAP, SPACED 1'-0". FEED TIE OFF WIRE THROUGH

AutoCAD SHX Text INSTALLATION EXAMPLE WHICH NEWLY INSTALLED WORK SHALL BE EVALUATED FOR ACCEPTANCE OF WORK

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LINE POST DIRECT BURY WHERE SOIL AND GEOGRAPHY ALLOWS

AutoCAD SHX Text AT WOVEN WIRE ROLL SPLICES, PROVIDE H-BRACE STRUCTURE. RUN WOVEN WIRE ACROSS FACE OF H-BRACE AND TIE OFF TERMINATION OF ROLL AT FAR SIDE OF BRACE EACH RUNNING DIRECTION.

AutoCAD SHX Text WIRE TIE HORIZONTAL STRAND OF WOVEN WIRE TO POLE AT EACH SHOP DRILLED HOLE PER STEEL POST TIE OFF DETAIL, TYP. ALL POSTS

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PROVIDE OVERLAP BETWEEN 49" ROLL WOVEN WIRE BY 12"

AutoCAD SHX Text TIE WOVEN WIRE ROLLS TO EACH OTHER AT THE MID-OVERLAP HORIZONTAL WIRE AT EACH POST AND 3'-6" FROM POST

AutoCAD SHX Text FASTEN " AIRCRAFT 38" AIRCRAFT CABLE TO EACH POST 5" FROM TOP OF POST- SEE REPRESENTATIVE IMAGE

AutoCAD SHX Text WOVEN WIRE ROLL OVERLAP INSTALLATION EXAMPLE WHICH NEWLY INSTALLED WORK SHALL BE EVALUATED FOR ACCEPTANCE OF WORK

AutoCAD SHX Text 16" 13 GA WIRE TIE OVERLAP OF TWO WOVEN WIRE ROLLS AT MIDPOINT HORIZONTAL WIRE - 4 WRAPS PER EACH TIE OFF POINT MIN.

AutoCAD SHX Text TOP CABLE INSTALLATION EXAMPLE WHICH NEWLY INSTALLED WORK SHALL BE EVALUATED FOR ACCEPTANCE OF WORK

AutoCAD SHX Text FIELD DRILL " THRU-HOLE 38" THRU-HOLE PERPENDICULAR TO WOVEN MESH TIE OFF HOLES. FASTEN CABLE WITH MANUFACTURED STEEL CLIP INTENDED FOR CABLING USE. FASTEN CLIP TO POST WITH GRADE 8 3 " THRU-BOLTS WITH FLAT 38" THRU-BOLTS WITH FLAT WASHERS AND 'NYLOCK' NUT

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10'-6" STEEL PIPE POST

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10'-6" STEEL PIPE POST

AutoCAD SHX Text CROSS TIES - (2) STRANDS OF 9 GA WIRE TWISTED AND WRAPPED TWICE AROUND EACH POST. TIE OFF WIRE SECURELY TO STEEL POST AND CROSS MEMBER INTERSECTION

AutoCAD SHX Text TOP RAIL TO BE SUPPORTED AT HOLE TWO (18" FROM TOP OF PIPE). INSERT 4" HARDENED (NO THREAD UPPER SHAFT) HEX OR EYE-BOLT THROUGH POST TO HOLD CROSS PIPE IN PLACE

AutoCAD SHX Text BOTTOM RAIL TO BE SUPPORTED AT HOLE FIVE. INSERT 4" HARDENED (NO THREAD UPPER SHAFT) HEX OR EYE-BOLT THROUGH POST TO HOLD CROSS PIPE IN PLACE

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38" AIRLINE CABLE FASTENED TO POST W/ CABLE CLIP

AutoCAD SHX Text IN SLOPED CONDITIONS, FIELD EVALUATE PLACEMENT OF HORIZONTAL PIPES AND ALIGNMENT TO RESPECTIVE DRILLED HOLE IN VERTICAL POST. ALIGN HORIZONTAL AS PERPENDICULAR TO THE VERTICAL POSTS AS REASONABLY POSSIBLE WHICH PROVIDES GREATEST STRUCTURAL STABILITY TO THE IN-LINE BRACE. (EXAMPLE SHOWN 2ND TO 3RD HOLE TOP AND 5TH TO 6TH BOTTOM). FIELD DETERMINE WHAT EXISTING CONDITION IN THE FIELD WARRANTS.

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