Atch_2_Drawings.pdf

BASE BID AND BID ADDITIVES 1 AND 2 :

BASE BID: PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE EXISTING FENCE AND CONSTRUCT NEW FENCE TO THE LIMITS SHOWN IN THESE

CONSTRUCTION DOCUMENTS FOR A TOTAL LENGTH APPROXIMATELY 5335 LINEAR FEET.

BID OPTION 1: PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE EXISTING FENCE AND CONSTRUCT NEW FENCE BEGINNING AT BASE BID TERMINATION AND CONTINUE TO LIMITS SHOWN IN THESE CONSTRUCTION DOCUMENTS FOR A TOTAL LENGTH APPROXIMATELY 1290 LINEAR

FEET.

BID OPTION 2: PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE EXISTING FENCE AND CONSTRUCT NEW FENCE BEGINNING AT BID OPTION 1 TERMINATION AND CONTINUE TO LIMITS SHOWN IN THESE CONSTRUCTION DOCUMENTS FOR A TOTAL LENGTH APPROXIMATELY 2010 LINEAR

FEET.

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

LITTLE

AutoCAD SHX Text

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

AutoCAD SHX Text

FORT SMITH

AutoCAD SHX Text

MEMPHIS

AutoCAD SHX Text

OKLAHOMA

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

LOUISANA

AutoCAD SHX Text

WEST VIRGINIA

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

NEBRASKA

AutoCAD SHX Text

KANSAS

AutoCAD SHX Text

IOWA

AutoCAD SHX Text

MISSOURI

AutoCAD SHX Text

OHIO

AutoCAD SHX Text

MICHIGAN

AutoCAD SHX Text

WISCONSIN

AutoCAD SHX Text

MINNESOTA

AutoCAD SHX Text

INDIANA

AutoCAD SHX Text

TOLEDO

AutoCAD SHX Text

ST. LOUIS

AutoCAD SHX Text

KANSAS CITY

AutoCAD SHX Text

DULUTH

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

CINCINNATI

AutoCAD SHX Text

MILWAUKEE

AutoCAD SHX Text

LINCOLN

AutoCAD SHX Text

TOPEKA

AutoCAD SHX Text

JEFFERSON CITY

AutoCAD SHX Text

INDIANAPOLIS

AutoCAD SHX Text

COLUMBUS

AutoCAD SHX Text

LANSING

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

ST. PAUL

AutoCAD SHX Text

DES MOINES

AutoCAD SHX Text

BISMARCK

AutoCAD SHX Text

NORTH DAKOTA

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

PIERRE

AutoCAD SHX Text

ILLINOIS

AutoCAD SHX Text

SPRINGFIELD

AutoCAD SHX Text

DAYTON

AutoCAD SHX Text

DETROIT

AutoCAD SHX Text

MINNEAPOLIS

AutoCAD SHX Text

AKRON

AutoCAD SHX Text

FORT WAYNE

AutoCAD SHX Text

CHICAGO

AutoCAD SHX Text

SIOUX FALLS

AutoCAD SHX Text

ROCHESTER

AutoCAD SHX Text

GREEN BAY

AutoCAD SHX Text

OKLAHOMA CITY

AutoCAD SHX Text

ST. LOUIS

AutoCAD SHX Text

OKLAHOMA

AutoCAD SHX Text

TENNESEE

AutoCAD SHX Text

KENTUCKY

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

SASKATCHEWAN

AutoCAD SHX Text

MANITOBA

AutoCAD SHX Text

ONTARIO

AutoCAD SHX Text

ONTARIO

AutoCAD SHX Text

OMAHA

AutoCAD SHX Text

CHEYENNE

AutoCAD SHX Text

SPRINGFIELD

AutoCAD SHX Text

PEORIA

AutoCAD SHX Text

DENVER

AutoCAD SHX Text

WIND CAVE NATIONAL PARK

AutoCAD SHX Text

BASIC DATA:

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

INTERIOR REGIONS 3, 4, AND 5

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

COVER

AutoCAD SHX Text

US HIGHWAY 385 AND 7-11 ROAD

AutoCAD SHX Text 80048

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CUSTER

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

OF

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

CONSTRUCTION DRAWINGS

AutoCAD SHX Text

QUALITY DESIGN CERTIFICATION

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text Development (Title I)

AutoCAD SHX Text Prepared in Accordance with Design

AutoCAD SHX Text by Design Development (Title I)

AutoCAD SHX Text Construction Drawing Not Preceded

AutoCAD SHX Text Approved by Superintendent on

AutoCAD SHX Text Variance from Design Development (Title I)

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Sheet

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

PMIS - 255316

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\WICA US85 Fence Replacement\AutoCAD\WICA Boundary Fence US85_COVER.dwg

AutoCAD SHX Text

MWR

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text

AutoCAD SHX Text

WIND CAVE NATIONAL PARK

AutoCAD SHX Text

BOUNDARY FENCE REPLACEMENT - U.S. HIGHWAY 385

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 L0.2 OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING L0.2 OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING OVERALL SITE PLAN - ALIGNMENT, ACCESS, AND STAGING 4 L1.1 SITE LAYOUT - STA. 0+00 - 18+90 L1.1 SITE LAYOUT - STA. 0+00 - 18+90 SITE LAYOUT - STA. 0+00 - 18+90 5 L1.2 SITE LAYOUT - STA. 18+90 - 55+00 L1.2 SITE LAYOUT - STA. 18+90 - 55+00 SITE LAYOUT - STA. 18+90 - 55+00 6 L13 SITE LAYOUT - STA. 55+00 - 80+00 L13 SITE LAYOUT - STA. 55+00 - 80+00 SITE LAYOUT - STA. 55+00 - 80+00 7 L1.4 SITE LAYOUT - STA. 80+00 - 91+10 L1.4 SITE LAYOUT - STA. 80+00 - 91+10 SITE LAYOUT - STA. 80+00 - 91+10 8 L2.1 CONSTRUCTION DETAILS L2.1 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 9 L2.2 CONSTRUCTION DETAILS L2.2 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 10 L2.3 CONSTRUCTION DETAILSL2.3 CONSTRUCTION DETAILSCONSTRUCTION DETAILS

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text 4/10/2026

AutoCAD SHX Text

REGIONAL MAP PROJECT LOCATION

AutoCAD SHX Text

CUSTER COUNTY

AutoCAD SHX Text

SOUTH DAKOTA

AutoCAD SHX Text

FOR CONSTRUCTION

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 ANY 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, 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. NPS STAFF

RESERVE THE RIGHT TO PROCEED WITH INDEPENDENT WORK ACTIVITY IN CLOSE PROXIMITY AT THE SAME TIME THE CONTRACTOR IS PERFORMING THE

WORK OF THE CONTRACT; HOWEVER, CONFLICT WITH IMPEDING PROGRESS SHALL BE AVOIDED.

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

1. ALL VEHICLES AND EQUIPMENT ACCESSING WIND CAVE NATIONAL PARK 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 AT ANY POINT DURING THE PROJECT.

2. ALL VEHICLES AND EQUIPMENT SHALL BE OF A SIZE AND MANEUVERABILITY AS LIMITED BY NPS WHICH WILL BE STRICTLY ENFORCED. SEE ACCESS NOTES ON

SHEET L0.2 AND SPECIFICATIONS SECTION 01 10 00 FOR EQUIPMENT LIMITATIONS. AVOID OVERRUN INTO UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO

PAVEMENT, STRUCTURES, PARK ASSETS, STATE HIGHWAY, OR PRIVATE PROPERTIES SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR

BETTER AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL SUBMIT TO THE CO/COR FOR WRITTEN APPROVAL THEIR PROPOSED PROTOCOL FOR TRANSPORTING AND STORING FUEL AND OTHER

FLAMABLE MATERIALS AND MEANS OF REFUELING AND SPILL CONTAINMENT PRIOR TO BEING ALLOWED ON SITE. ALL FUEL CONTAINERS SHALL BE METAL AND

SELF-CLOSING WITH PRESSURE VENTILATION AT A MINIMUM.

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

TO AVOID MARRING OR OTHER IMPACT DAMAGES.

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

IGNITING WILDFIRES. GRASS TRIMMING WILL BE ACCEPTABLE TO PROVIDE CLEARANCE BETWEEN VEGETATION AND VEHICLE UNDERCARRIAGES.

6. CONTRACTOR SHALL AVOID PARKING OR IDLING EQUIPMENT ALONG RIDGES OF BUTTES, ADJACENT TO DROP OFFS, EROSIVE CUTS, OR OTHER LANDFORMS

THAT ARE AT RISK OF UNDERMINING OR FAILING UNDER THE WEIGHT OF EQUIPMENT.

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

REASONABLY POSSIBLE WHICH WILL PRIORITIZE DEDICATING HAUL ROUTES AND CONCENTRATING STAGING AREAS AS DIRECTED ON SHEET L0.2. LIMITS OF

CONSTRUCTION AND DISTURBANCE WITHIN NPS LANDS SHALL BE A CORRIDOR 50' MAXIMUM FROM EXISTING FENCE ALIGNMENT INTO THE PARK. NO STAGING

OR UTILIZING HIGHWAY RIGHT OF WAY

8. THE COR RESERVES THE RIGHT TO REQUIRE RELOCATION OF 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. 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 BLACK HILLS ECOLOGY.

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 ARE PREVALENT WITHIN THE PARK AND ROAM WITHOUT RESTRICTION THROUGHOUT. DO NOT APPROACH OR TAUNT ANY BISON AND REMAIN VIGILANT

TO CEASE WORK OR TEMPORARILY MOVE FROM THE IMMEDIATE AREA IF BISON 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 THAT SERVE AS A WARNING.

3. RATTLESNAKES ARE PREVALENT IN THE AREA AND MAY BE ENCOUNTERED. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES BY CONSULTING WITH PARK

NATURAL RESOURCE SPECIALISTS HABITAT AND BEHAVIORS TO REMAIN VIGILANT. 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 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 MOBILIZING AND PROGRESSING THROUGH THE PROJECT

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 POINTS ALONG THE EXISTING FENCE ALIGNMENT ARE USED IN NOTATIONS AND REFERENCE POINTS WITHIN THESE

DOCUMENTS AS A MEANS PRIMARILY FOR ORIENTATION.

4. THE NEW FENCE LINE WILL BE SET WITHIN 1-FOOT FROM THE EXISTING FENCE LINE INTO THE NATIONAL PARK TO AVOID ENCROACHMENT ONTO HIGHWAY

RIGHT OF WAY. CHANGES IN ALIGNMENT GREATER THAN FOLLOWING THE CURRENT ALIGNMENT DUE TO TOPOGRAPHIC INFLUENCES SHALL BE REVIEWED

WITH THE COR AND APPROVED IN WRITING BEFORE COMMENCING WITH THE DEVIATION TO EXISTING ALIGNMENT.

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.

NO MATERIALS PROPOSED OR PROVIDED WHICH ARE OF A LOWER GRADE OF PERFORMANCE AND DURABILITY THAN WHAT IS EXPLICITLY SPECIFIED

HEREIN WILL BE ACCEPTED. ANY INSTALLED MATERIALS NOT MEETING THESE SPECIFICATIONS SHALL BE REJECTED. ALL REJECTED MATERIAL, IF PRESENT, SHALL BE REMOVED AND REPLACED WITH MATERIAL MEETING THE SPECIFICATIONS CITED HEREIN THESE DOCUMENTS. AT NO ADDITIONAL COST TO THE

GOVERNMENT

ROUND STEEL POSTS (FENCING POSTS - NOT INCLUSIVE OF WATER CROSSING CASING PIPE SPECIFIED IN THESE DOCUMENTS):

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. SEE PART D BELOW REGARDING SHOP TAPPING HOLES IN PIPE AND DETERMINE TIMING OF GALVANIZING PRE OR POST HOLE TAPPING.

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. HOLES TO BE

TAPPED PRIOR TO THE GALVANIZATION PROCESS. SCHEDULE 40 STEEL SHALL UNDERGO A HOT DIPPED GALVANIZED PROCESS POST-SHOP TAPPING HOLES. STAINLESS STEEL

WILL NOT BE REQUIRED TO UNDERGO GALVANIZATION.

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-CHALLEL 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 X19 GALVANIZED MEETING FEDERAL SPECIFICATIONS RR-W-410E. FASTEN TO POST WITH

METAL CLIP (NO PLASTIC) MANUFACTURED SPECIFICALLY TO RECEIVE CABLE.

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. USE OF CONCRETE IS SOLELY TO MITIGATE UNSUITABLE GROUND CONDITIONS DUE TO SOILS AND WHERE SHOWN IN DETAILS SUCH AS

ABUTMENTS TO SPANNING FENCE STRUCTURES. BASED ON EXISTING FENCE INSTALLATION, DIRECT POUNDED POSTS APPEAR SUCCESSFUL AND CONCRETE ANCHORING IS

NOT READILY EVIDENT; HOWEVER, DOES NOT RULE OUT POTENTIAL FOR NEED.

NPS ACCESS GATE STRUCTURE:

A. PROVIDE A SHOP DRAWING SUBMITTAL WHICH IDENTIFIES ALL MATERIALS AND SHOP FABRICATED GATE STRUCTURE, DIMENSIONS, 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. 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 SPARK EMITTING TOOL FOR REMOVALS OF THE FENCE LINE.

3. 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. BY SLEDGE OR OTHER METHOD, POUND DOWN ANY REMNANT POST FROM PROJECTING ABOVE GRADE.

4. 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 PROJECTING ABOVE GRADE.

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

OTHER APPLICABLE MATERIALS WHICH ARE 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 2/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 500' APART

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

GREATER THAN 500 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.

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 PERFORMING 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:

SITE RESTORATION REQUIREMENTS :

1. THE CONTRACTOR SHALL TAKE CARE AND MONITOR THAT DISTURBANCE TO THE SITE (VEGETATION, SOILS, TOPOGRAPHY) IS MANAGED AND KEEP WITHIN

THE MINIMUM EXTENTS REASONABLY ACHIEVABLE.

2. PROVIDE NON-COMPACTED BACKFILL WITH SOILS ON SITE BY FINE RAKING IN RUTS OR OTHER DISTURBANCES CAUSED BY EQUIPMENT TRACK OR OTHER

EQUIPMENT AND CONSTRUCTION ACTIVITY. NO SUPPLEMENTAL SEEDING IS REQUIRED NOR CONDUCTED. ALLOW THE NATIVE VEGETATION SPECIES HEAL

THE LANDSCAPE POST DEMOBILIZATION.

3. AS A MEANS OF FIRE PREVENTION, IT WILL BE ACCEPTABLE TO USE A STRING TRIMMER TO CUT VEGETATION WITHIN VEHICULAR STAGING AND ALL FIELD

WELDING AREAS IN ORDER TO AVOID CONTACT BETWEEN VEGETATION AND HEATED ENGINE COMPONENTS. CUT TO A HEIGHT NO LESS THAN 4-INCHES

AND PRESERVE THE ROOT CROWN OF THE PLANT AT SOIL ELEVATION.

4. SUBMIT ANY OTHER PROPOSED MEANS OF SITE RESTORATION TO THE COR/CO FOR APPROVALS.

BOUNDARY SURVEYING REQUIREMENTS:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BOUNDARY FIELD STAKING THROUGH THE SERVICES OF A SOUTH DAKOTA LICENSED SURVEYOR TO FIND AND

MARK THE BOUNDARY LINE OF THE PARK TO US HIGHWAY 385, WHICH IS ADMINISTERED BY THE STATE OF SOUTH DAKOTA, IN ORDER TO DEMONSTRATE

SUFFICIENTLY THAT THE ENTIRETY OF THE NEW BOUNDARY FENCE IS LOCATED ON NPS LAND.

2. THE CONTRACTOR SHALL CONDUCT BEFORE WORK COMMENCES FIELD STAKING WITH WOOD LATHE THE BOUNDARY LINE MARKED AT 100-YARD INTERVALS

MINIMUM (OR LINE OF SIGHT AS NECESSARY FOR CONSISTENT VISUAL CONFIRMATION DURING WORK).

3. THE NEW NPS FENCE LINE SHALL BE INSTALLED AT AN OFFSET OF 6-INCHES INTO NPS LAND FROM THE SURVEYED BOUNDARY ALIGNMENT.

4. ANY CONFLICTING SITE CONDITIONS WHICH MAY OBSTRUCT THIS SPECIFIC OFFSET SHALL BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO

COMMENDING WITH THE WORK IN ORDER TO MAKE A DETERMINATION OF MANNER TO PROCEED.

5. UPON COMPLETION OF THE PROJECT, DEMONSTRATE BASED ON FIELD STAKING THAT THE FENCE HAS BEEN FULLY CONSTRUCTED ON NPS LAND. THE

CONTRACTOR SHALL PROPOSE THE MEANS AND METHODS FOR CONDUCTING THE DOCUMENTED VERIFICATION AND SUBMIT TO THE COR FOR APPROVAL.

6. ANY PORTION OF THE FENCE INSTALLATION THAT ENCROACHES OVER THE BOUNDARY ONTO STATE OF SOUTH DAKOTA RIGHT-OF-WAY SHALL BE REMOVED

AND REINSTALLED ON NPS LAND AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 04-10-2026

AutoCAD SHX Text

TLB

AutoCAD SHX Text

WIND CAVE NATIONAL PARK HOT SPRINGS, SD

AutoCAD SHX Text

AutoCAD SHX Text 108 80048

AutoCAD SHX Text

AutoCAD SHX Text 255 316 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\WICA US85 Fence Replacement\AutoCAD\WICA HWY 385 FENCE_L0-1.dwg 4/10/2026 1:34 PM BY Bentley, Thomas L 4/10/2026 1:34 PM BY Bentley, Thomas L4/10/2026 1:34 PM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L0.1

AutoCAD SHX Text

GENERAL NOTES

00+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

65+00

70+00 75+00 8

18+90

3+75

57+10

LEGEND NOTES:

THE FOLLOWING NOTATIONS ON THE ENLARGED SITE PLAN SHEETS

IDENTIFY PROPOSED NEW STRUCTURES (TERM TO MEAN CORNER OR

IN-LINE BRACES, GATES, DRAINAGE CROSSINGS, OTHER) GREATER THAN

TYPICAL IN-LINE SINGLE POSTS. EXISTING STRUCTURES IDENTIFIED WITH

BEST INFORMATION AVAILABLE BY NPS IN PHOTOGRAPHIC IMAGERY.

NEW STRUCTURES NECESSARY IN ORDER TO PROVIDE A STABILIZED

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 ADJUSTMENT DETERMINATIONS WHICH MAY REQUIRE

ADDITIONAL STRUCTURES GREATER THAN SINGLE POSTS THAN INITIALLY

ESTIMATED TO BE INSTALLED OR ADJUSTMENT TO FENCE ALIGNMENT.

COMMUNICATE ANY VARIANCES WITH CO/COR TO RECEIVE CO/COR

WRITTEN DETERMINATION OR APPROVAL OF FIELD MODIFICATIONS.

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. THE STATIONS ARE NOMINAL DISTANCES AS TOPOGRAPHY AND

AERIAL ACCURACY MAY NOT REFLECT ACTUAL DISTANCE

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 1:200) AND

ENLARGED SITE PLANS (SCALE 1:100) ARE NOTED IN INCREMENTS OF 500' '.

2 OVERALL SITE PLAN

1" = 200'-0"

LEGEND:

G NEW PERMANENT SWING GATE

D NEW DRAINAGE/EROSION CROSSING

PHOTOGRAPH IDENTIFIER (ON THE FOLLOWING SHEETS)P1

G

G

G

U S H I G

H W A Y 3 8 5

7 - 1 1 R O A

D

ACCESS AND WORK WITHIN U.S. HIGHWAY 385 RIGHT-OF-WAY:

1. THE FENCE ALIGNMENT WITHIN THE PROJECT AREA IS ALONG US HIGHWAY 385 AND THE RIGHT-OF-WAY IS ADMINISTERED BY THE STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL STRICTLY ABIDE BY THE REQUIREMENTS AND PARAMETERS OF USE AND ACCESS FOR ALL ENCROACHMENT INTO THE RIGHT OF WAY.

2. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT FOR DOT 295, APPLICATION FOR PERMIT TO OCCUPY THE RIGHT OF WAY FROM THE STATE OF SOUTH DAKOTA D.O.T. https://dot.sd.gov/media/o5eexbua/dot-295-permit-to-occupy-row.pdf . THE PERMIT

IS A NO COST PROCESS AND THE CONTRACTOR SHALL BE THE APPLICANT.

3. THE CONTRACTOR SHALL CONDUCT A PUBLIC DIGGING CLEARANCE 811 PROCESS TO IDENTIFY UTILITY INFRASTRUCTURE. A KNOWN FIBER OPTIC LINE RUNS PARALLEL TO THE FENCE ALIGNMENT WITHIN THE RIGHT-OF-WAY. WHILE IT IS IDENTIFIED BY POST MARKERS, THE CONTIGUOUS ALIGNMENT IS NOT CONFIRMED WITHOUT CONDUCTING THE 811 PROCESS.

4. THE CONTRACTOR SHALL LIMIT THEIR DIRECT ACCESS OF OF HIGHWAY 375 AT EXISTING DEFINED POINTS OF ACCESS CONSISTING OF THE NPS HOUSE PARCEL (STAGING AREA) AT THE NORTH END OF THE PROJECT AND A UTILITY ACCESS GATE AT THE SOUTH END OF THE PROJECT AREA. ACCESS VIA THE EXISTING SOUTHERN BLACK HILLS WATER (SBHW) UTILITY PARCEL SHALL ONLY BE UNDER DIRECT APPROVAL FROM THE COR IN WRITING BASED ON PERMISSIONS GRANTED BY SBHW.

5. THE CONTRACTOR SHALL BE ALLOWED TO OPERATE WITHIN THE FIRST 20-FEET INTO THE RIGHT-OF-WAY FROM THE FENCE ALIGNMENT. NO STAGING OF EQUIPMENT OR MATERIALS, INCLUDING DEBRIS FROM REMOVALS, SHALL BE SET WITHIN THE RIGHT-OF-WAY. CONTAIN ALL EQUIPMENT CORRIDOR, STAGING, AND STOCKPILING ON NPS LAND.

NPS PARCEL FOR CONTRACTOR STAGING AND LAYDOWN:

D

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 04-10-2026

AutoCAD SHX Text

TLB

AutoCAD SHX Text

WIND CAVE NATIONAL PARK HOT SPRINGS, SD

AutoCAD SHX Text

AutoCAD SHX Text 108 80048

AutoCAD SHX Text

AutoCAD SHX Text 255 316 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\WICA US85 Fence Replacement\AutoCAD\WICA HWY 385 FENCE_L0-2.dwg 4/10/2026 11:19 AM BY Bentley, Thomas L 4/10/2026 11:19 AM BY Bentley, Thomas L4/10/2026 11:19 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L0.2

AutoCAD SHX Text

ACCESS-STAGING AND OVERALL SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text NORTH LIMITS OF WORK BEGINNING AT EXISTING CORNER POST STRUCTURE (STATION 3+75 FOR REFERENCE PURPOSES).

AutoCAD SHX Text POINT OF BEGINNING NEW FENCE AT EXISTING WOOD LINE POST SOUTH OF EXISTING RIP-RAP DRAINAGE. NEW FENCE LINE TO BEGIN WITH GATE STRUCTURE

AutoCAD SHX Text CONTRACTOR STAGING AND LAYDOWN AREA AT EXISTING NPS RESIDENTIAL PARCEL. AN AREA OF 50'X50' SHALL BE AVAILABLE TO THE CONTRACTOR. COORDINATE SPECIFIC LOCATION WITHIN PARCEL AND ANY ADDITIONAL NEEDS WITH COR FOR APPROVAL

AutoCAD SHX Text UTILITY COMPANY PROPERTY NOT WITHIN NPS GROUNDS. CONTRACTOR TO COORDINATE WITH COR FOR FACILITATING FENCE REPLACEMENT AND TEMPORARILY OCCUPYING PROPERTY

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

BID OPTION 1

AutoCAD SHX Text BASE BID TERMINATES (APPROX. STATION 57+10 OR 5710 LINEAR FEET FROM NORTH LIMITS OF NEW FENCE) WITH NEW DOUBLE H-BRACE CORNER STRUCTURE. SEE SPECIFICATIONS SECTION 01 10 00 FOR FURTHER DEFINITION OF BASE BID AND BID OPTION 1

AutoCAD SHX Text SOUTH LIMITS OF WORK PER BID OPTON 2 BEGINNING AT EXISTING CORNER POST STRUCTURE (STATION 91+10 FOR REFERENCE PURPOSES).

AutoCAD SHX Text

BID OPTION 2

AutoCAD SHX Text

BID OPTION 1

AutoCAD SHX Text BID OPTION 1 TERMINATES (APPROX. STATION 70+00 OR 1290 LINEAR FEET FROM SOUTH END OF BASE BID) WITH NEW IN-LINE DOUBLE H-BRACE STRUCTURE. SEE SPECIFICATIONS SECTION 01 10 00 FOR FURTHER DEFINITION OF BID OPTION 1 AND BID OPTION 2

AutoCAD SHX Text DEFINED ACCESS APRON OFF OF US HIGHWAY 385 FOR CONTRACTOR PERMISSIBLE ACCESS TO THE SITE

AutoCAD SHX Text ACCESS OFF OF US HIGHWAY 385 THROUGH THE SOUTHERN BLACK HILLS WATER UTILITY FOR CONTRACTOR USE ONLY PERMISSIBLE WITH WRITTEN APPROVAL FROM THE COR IF OBTAINED FROM THE WATER UTILITY

AutoCAD SHX Text DEFINED ACCESS APRON OFF OF US HIGHWAY 385 FOR CONTRACTOR PERMISSIBLE ACCESS TO THE SITE

FENCE SURROUNDING SOUTHERN BLACK HILLS WATER (SBHW) UTILITY WAS INSTALLED BY SBHW. THE CONTRACTOR SHALL CAREFULLY REMOVE AND STOCKPILE ALL SBHW FENCE MATERIALS WITHIN THEIR PARCEL AT A LOCATION DESIGNATED BY THE COR. ROLL AND WIRE BUNDLE TIE FENCE MESH. FENCE MATERIAL ALONG HIGHWAY FRONTAGE OF SBHW IS TO REMAIN IN PLACE.

00+00

5+00

10+00

15+00

18+90

3+75

NOTE:

THE CONTRACTOR SHALL FOLLOW THE EXISTING ALIGNMENT TO THE GREATEST EXTENT POSSIBLE. ANY DEVIATIONS FROM ALIGNMENT SHALL TAKE PLACE ON NPS LAND AND NOT ENCROACH OFF PROPERTY.

ACCEPTABLE DEVIATIONS FROM EXISTING ALIGNMENT AREA AS SHOWN OR FIELD DETERMINED WITH THE

COR'S APPROVAL AS NECESSARY TO PROPERLY CONSTRUCT THE FENCE.

EXISTING FENCE LINE AS SHOWN ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE SCOPE OF WORK. THE CONTRACTOR IS RECOMMENDED TO REVIEW THE ALIGNTMENT PRIOR TO THE BID AND FOLLOW THE METRICS ON SHEET L0-1 FOR FREQUENCY OF FENCE STRUCTURES OTHER THAN LINE POSTS ARE TO BE PLACED. THE EXISTING FENCE STRUCTURES IN PLACE DOES NOT DIRECTLY TRANSLATE TO QUANTITIES

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

1 FENCE ALIGNMENT PLAN - STATION 00+00 TO 18+90

1" = 100-0"

REPRESENTATIONAL PHOTOGRAPHS:

THE FOLLOWING PHOTOGRAPHS ARE PROVIDED FOR THE CONVENIENCE OF THE

CONTRACTOR ONLY AND DO NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY

TO FAMILIARIZE THEMSELVES WITH THE SITE PRIOR TO SUBMITTING THEIR BID. THESE

PHOTOS DO NOT CAPTURE THE TOTALITY OF THE PROJECT 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.

NEW FENCE NORTH POINT OF BEGINNING APPROX. STA. 3+75P1

LEGEND:

G NEW PERMANENT SWING GATE

D NEW DRAINAGE/EROSION CROSSING

PHOTOGRAPH IDENTIFIERP1

G

P1

EXISTING POWER PEDESTAL APPROX. STA. 10+00P2LOOKING NORTH AT UTILITY COMPANY INTERSECTING NPS FENCE APPROX. STA. 18+90P3

U S H I G

H W A Y 3 8 5G O B B L E R R I D G E A R E A

P2

P3

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 04-10-2026

AutoCAD SHX Text

TLB

AutoCAD SHX Text

WIND CAVE NATIONAL PARK HOT SPRINGS, SD

AutoCAD SHX Text

AutoCAD SHX Text 108 80048

AutoCAD SHX Text

AutoCAD SHX Text 255 316 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\WICA US85 Fence Replacement\AutoCAD\WICA HWY 385 FENCE_L1-1.dwg 4/10/2026 11:23 AM BY Bentley, Thomas L 4/10/2026 11:23 AM BY Bentley, Thomas L4/10/2026 11:23 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L1.1

AutoCAD SHX Text

FENCE ALIGNMENT SITE PLAN STATION 00+00 TO 18+90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text NORTH LIMITS OF WORK BEGINNING AT EXISTING CORNER POST STRUCTURE (STATION 3+75 FOR REFERENCE PURPOSES).

AutoCAD SHX Text POINT OF BEGINNING NEW FENCE AT EXISTING WOOD LINE POST SOUTH OF EXISTING RIP-RAP DRAINAGE. NEW FENCE LINE TO BEGIN WITH DOUBLE H-BRACE GATE STRUCTURE AND TIE EXISTING FENCE TO DBL H-BRACE.

AutoCAD SHX Text SOUTHERN BLACK HILLS WATER UTILITY COMPANY PROPERTY NOT WITHIN NPS GROUNDS. CONTRACTOR TO COORDINATE WITH COR FOR FACILITATING FENCE REPLACEMENT AND TEMPORARILY OCCUPYING PROPERTY. EXISTING FENCELINE ALIGNING HIGHWAY ALONG UTILITY COMPANY PROPERTY IS NOT NPS PROPERTY NOR TO BE REPLACED UNDER THIS CONTRACT.

AutoCAD SHX Text EXISTING RIP-RAP DRAINAGE. CONTRACTOR TO AVOID DISTURBANCE AS THIS IS LOCATED OUTSIDE LIMITS OF CONSTRUCTION.

AutoCAD SHX Text NOTE: THE STATE OF SOUTH DAKOTA IN COORDINATION WITH NPS MAY CONDUCT WORK WITHIN THE ROADWAY IN CLOSE PROXIMITY TO THE BOUNDARY FENCE/NORHT LIMITS OF CONSTRUCTION AT A POINT DURING THIS CONTRACT'S PERIOD OF PERFORMANCE. NO CONFLICT WITH WORK PERFORMED UNDER THIS CONTRACT IS EXPECTED; HOWEVER, THE CONTRACTOR SHALL REMAIN AWARE AND COMMUNICATE WITH THE COR REGARDING TIMELINE OR PRESENCE OF OTHER WORK TAKING PLACE

AutoCAD SHX Text CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURE PER 1/L2.3. COORDINATE WITH COR ON MEANS OF CONNECTING UTILITY COMPANY HIGHWAY FRONTAGE FENCE

AutoCAD SHX Text EXISTING OVERHEAD POWER POLES AND GUIDE WIRES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID CONFLICT TO THE UTILITY INFRASTRUCTURE

AutoCAD SHX Text EXISTING RIP-RAP DRAINAGE. CONTRACTOR TO AVOID DISTURBANCE AS THIS IS LOCATED OUTSIDE LIMITS OF CONSTRUCTION.

AutoCAD SHX Text POINT OF BEGINNING NEW FENCE AT EXISTING (LARGER DIAMETER) WOOD LINE POST SOUTH OF EXISTING RIP-RAP DRAINAGE. NEW FENCE LINE TO BEGIN WITH DOUBLE H-BRACE GATE STRUCTURE AND TIE EXISTING FENCE TO DBL H-BRACE.

AutoCAD SHX Text EXISTING OVERHEAD POWER POLES AND GUIDE WIRES. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID CONFLICT TO THE UTILITY INFRASTRUCTURE

AutoCAD SHX Text

US HIGHWAY 385

AutoCAD SHX Text EXISTING POWER PEDESTAL - THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO AVOID CONFLICT OR DAMAGE

AutoCAD SHX Text NOTE MARKER DESIGNATING BURIED CABLE (FIBER OPTIC) WITHIN STATE RIGHT-OF-WAY. AVOID CONFLICT AND PROVIDE ALL CAUTION NOT TO IMPACT UTILITY INFRASTRUCTURE

AutoCAD SHX Text

UTILITY COMPANY FENCE STRUCTURE - NOT INCLUDED IN THIS CONTRACT. AVOID DAMAGING

AutoCAD SHX Text

NPS BOUNDARY FENCE INCLUDED IN REMOVAL AND REPLACEMENT UNDER THIS CONTRACT

AutoCAD SHX Text EXISTING POWER PEDESTAL - THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTION TO AVOID CONFLICT OR DAMAGE

AutoCAD SHX Text DEFINED ACCESS APRON OFF OF US HIGHWAY 385 FOR CONTRACTOR PERMISSIBLE ACCESS TO THE SITE

CONTRACTOR MAY ESTABLISH A TEMPORARY POINT OF ACCESS IN THE FENCE PROVIDED THEY SUBMIT A MEANS OF SECURING AND RESTORING FENCE WITHOUT CREATING A VULNERABILITY IN THE FENCE. OBTAIN APPROVAL FROM THE COR

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

18+90

1 FENCE ALIGNMENT PLAN - STATION 18+90 TO 55+OO

1" = 100'-0"

REPRESENTATIONAL PHOTOGRAPHS:

THE FOLLOWING PHOTOGRAPHS ARE PROVIDED FOR THE CONVENIENCE OF THE

CONTRACTOR ONLY AND DO NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY

TO FAMILIARIZE THEMSELVES WITH THE SITE PRIOR TO SUBMITTING THEIR BID. THESE

PHOTOS DO NOT CAPTURE THE TOTALITY OF THE PROJECT 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.

LEGEND:

G NEW PERMANENT SWING GATE

D NEW DRAINAGE/EROSION CROSSING

PHOTOGRAPH IDENTIFIERP1

EXISTING NORTHEAST CORNER AND GATE SURROUNDING UTILITY COMPANY PARCEL APPROX. STA. 22+20P4

G

BRUSH REMOVAL AND INCORPORATE SUPPLEMENTAL RIGID LIVESTOCK PANELING INTO NEW FENCE APPROX. STA. 40+00P5

NOTE:

THE CONTRACTOR SHALL FOLLOW THE EXISTING ALIGNMENT TO THE GREATEST EXTENT POSSIBLE. ANY DEVIATIONS FROM ALIGNMENT SHALL TAKE PLACE ON NPS LAND AND NOT ENCROACH OFF PROPERTY.

ACCEPTABLE DEVIATIONS FROM EXISTING ALIGNMENT AREA AS SHOWN OR FIELD DETERMINED WITH THE

COR'S APPROVAL AS NECESSARY TO PROPERLY CONSTRUCT THE FENCE.

EXISTING FENCE LINE AS SHOWN ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE SCOPE OF WORK. THE CONTRACTOR IS RECOMMENDED TO REVIEW THE ALIGNTMENT PRIOR TO THE BID AND FOLLOW THE METRICS ON SHEET L0-1 FOR FREQUENCY OF FENCE STRUCTURES OTHER THAN LINE POSTS ARE TO BE PLACED. THE EXISTING FENCE STRUCTURES IN PLACE DOES NOT DIRECTLY TRANSLATE TO QUANTITIES

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

U S H I G

H W A Y 3 8 5

EXISTING RIP-RAP AND STORM PIPE EXTENDING INTO NPS BOUNDARY APPROX. STA. 51+50P6

P4

P5

P6

D

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 04-10-2026

AutoCAD SHX Text

TLB

AutoCAD SHX Text

WIND CAVE NATIONAL PARK HOT SPRINGS, SD

AutoCAD SHX Text

AutoCAD SHX Text 108 80048

AutoCAD SHX Text

AutoCAD SHX Text 255 316 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\WICA US85 Fence Replacement\AutoCAD\WICA HWY 385 FENCE_L1-2.dwg 4/10/2026 11:25 AM BY Bentley, Thomas L 4/10/2026 11:25 AM BY Bentley, Thomas L4/10/2026 11:25 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L1.2

AutoCAD SHX Text

FENCE ALIGNMENT SITE PLAN STATION 18+90 TO 55+00

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text SOUTHERN BLACK HILLS WATER UTILITY COMPANY PROPERTY NOT WITHIN NPS GROUNDS. CONTRACTOR TO COORDINATE WITH COR FOR FACILITATING FENCE REPLACEMENT AND TEMPORARILY OCCUPYING PROPERTY. EXISTING FENCELINE ALIGNING HIGHWAY ALONG UTILITY COMPANY PROPERTY IS NOT NPS PROPERTY NOR TO BE REPLACED UNDER THIS CONTRACT.

AutoCAD SHX Text CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURE PER 1/L2.3. NORTH/SOUTH LEG OF DBL H-BRACE TO ADDITIONALLY SERVE AS PART OF A ACCESS GATE ASSEMBLY PER DETAIL 1/L2.2

AutoCAD SHX Text

EXISTING GATE INCLUSIVE OF REMOVALS AND CONSTRUCT NEW GATE STRUCTURE PER 1/L2.2

AutoCAD SHX Text

CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURE PER 1/L2.3.

AutoCAD SHX Text CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURE PER 1/L2.3. COORDINATE WITH COR ON MEANS OF CONNECTING UTILITY COMPANY HIGHWAY FRONTAGE FENCE

AutoCAD SHX Text DEFINED DRAINAGE SWALE - CONTRACTOR SHALL CLEAR WOODY DEBRIS AND CONSTRUCT FENCE SPAN WITH SUPPLEMENTAL RIGID LIVESTOCK PANEL SUPPORT PER DETAIL 4/L2.3. FIELD VERIFY FINAL LENGTH REQUIRED IN ORDER TO EXTEND TO STABILIZED TOPOGRAPHY NORTH AND SOUTH OF SLOPE TRANSITIONS INTO DRAINAGE FORMATION. STABILIZE WITH DOUBLE H-BRACE STRUCTURES AT EACH END OF DRAINAGE SPAN

AutoCAD SHX Text CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURES PER 1/L2.3 ONCE EVALUATING DEFLECTION EXCEEDING 22° PER BRACINGDECISION CRITERIA DETAIL 3/L2.2 .

AutoCAD SHX Text CONSTRUCT DOUBLE H-BRACE CORNER STRUCTURES PER 1/L2.3 ONCE EVALUATING DEFLECTION EXCEEDING 22° PER BRACINGDECISION CRITERIA DETAIL 3/L2.2 .

AutoCAD SHX Text DEFINED DRAINAGE SWALE - CONTRACTOR SHALL CLEAR WOODY DEBRIS AND CONSTRUCT FENCE SPAN WITH SUPPLEMENTAL RIGID LIVESTOCK PANEL SUPPORT PER DETAIL 4/L2.3. FIELD VERIFY FINAL LENGTH REQUIRED IN ORDER TO EXTEND TO STABILIZED TOPOGRAPHY NORTH AND SOUTH OF SLOPE TRANSITIONS INTO DRAINAGE FORMATION. STABILIZE WITH DOUBLE H-BRACE STRUCTURE EACH END OF DRAINAGE SPAN.

AutoCAD SHX Text EXISTING RIP-RAP DRAINAGE STRUCTURES IN THE LANDSCAPE AND 24" CMP DRAIN PIPE EXTENDING UNDER BOUNDARY FENCE INTO NPS PROPERTY. THE CONTRACTOR SHALL FIELD INVESTIGATE ALIGNMENT OF PIPE FROM VISIBLE POINTS OF DAYLIGHTING TO DETERMINE NEW DRIVEN FENCE POST LOCATIONS

AutoCAD SHX Text EXISTING RIP-RAP DRAINAGE STRUCTURES IN THE LANDSCAPE AND 24" CMP DRAIN PIPE EXTENDING UNDER BOUNDARY FENCE INTO NPS PROPERTY. THE CONTRACTOR SHALL FIELD INVESTIGATE ALIGNMENT OF PIPE FROM VISIBLE POINTS OF DAYLIGHTING TO DETERMINE NEW DRIVEN FENCE POST LOCATIONS

AutoCAD SHX Text NOTE MARKER DESIGNATING BURIED CABLE (FIBER OPTIC) WITHIN STATE RIGHT-OF-WAY. AVOID CONFLICT AND PROVIDE ALL CAUTION NOT TO IMPACT UTILITY INFRASTRUCTURE

EXISTING FENCE SURROUNDING SOUTHERN BLACK HILLS WATER (SBHW) UTILITY WAS INSTALLED BY SBHW. THE CONTRACTOR SHALL CAREFULLY REMOVE AND STOCKPILE ALL SBHW FENCE MATERIALS WITHIN THEIR PARCEL AT A LOCATION DESIGNATED BY THE COR. ROLL AND WIRE BUNDLE TIE FENCE MESH.

55+00

60+00

65+00 70+00

75+00

57+10

1 FENCE ALIGNMENT PLAN - STATION 55+00 TO 80+OO

REPRESENTATIONAL PHOTOGRAPHS:

THE FOLLOWING PHOTOGRAPHS ARE PROVIDED FOR THE CONVENIENCE OF THE

CONTRACTOR ONLY AND DO NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY

TO FAMILIARIZE THEMSELVES WITH THE SITE PRIOR TO SUBMITTING THEIR BID. THESE

PHOTOS DO NOT CAPTURE THE TOTALITY OF THE PROJECT 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.

LEGEND:

G NEW PERMANENT SWING GATE

D NEW DRAINAGE/EROSION CROSSING

PHOTOGRAPH IDENTIFIERP1

SURVEY MARKER CORNER POST AT SOUTHERN LIMITS OF BASE BID APPROX. STA. 57+10P7

NOTE:

THE CONTRACTOR SHALL FOLLOW THE EXISTING ALIGNMENT TO THE GREATEST EXTENT POSSIBLE. ANY DEVIATIONS FROM ALIGNMENT SHALL TAKE PLACE ON NPS LAND AND NOT ENCROACH OFF PROPERTY.

ACCEPTABLE DEVIATIONS FROM EXISTING ALIGNMENT AREA AS SHOWN OR FIELD DETERMINED WITH THE

COR'S APPROVAL AS NECESSARY TO PROPERLY CONSTRUCT THE FENCE.

EXISTING FENCE LINE AS SHOWN ARE PROVIDED AS LANDMARKS AND TO INFORM THE EXTENT OF THE SCOPE OF WORK. THE CONTRACTOR IS RECOMMENDED TO REVIEW THE ALIGNTMENT PRIOR TO THE BID AND FOLLOW THE METRICS ON SHEET L0-1 FOR FREQUENCY OF FENCE STRUCTURES OTHER THAN LINE POSTS ARE TO BE PLACED. THE EXISTING FENCE STRUCTURES IN PLACE DOES NOT DIRECTLY TRANSLATE TO QUANTITIES

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

U S H I G H W A Y 3 8 5

P7

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX…