B08_Solicitation_(Attachment_02_-_Construction_Drawings).pdf

BASE BID :

PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO REMOVE AND PROTECT FOR RE-INSTALLATION (6) WAYSIDE INTERPRETIVE

PANELS AND REMOVE AND DISPOSE OF ASSOCIATED WOOD DECKING. INSTALL WAYSIDE PANELS WITHIN NEW CONCRETE PADS

WITH ASSOCIATED CURB CUTS AND CURB RAMPS. ADDITIONALLY, REMOVE AND REPLACE APPROXIMATELY 360 SQUARE FEET OF

SIDEWALK LEADING TO THE FRONT ENTRY OF THE TOWNSHIP HALL.

NOTE:

THE TOWN OF NICODEMUS IS AN UNINCORPORATED COMMUNITY WITH RESIDENTS AND PRIVATE PROPERTIES

WHICH THE GOVERNMENT HAS LIMITED OWNERSHIP OF SPECIFIC PARCELS WHERE THE PROJECT AMENITIES

ARE TO BE CONSTRUCTED. THE CONTRACTOR SHALL ADHERE TO ALL USE OF THE PUBLIC RIGHT-OF-WAY AS

DIRECTED BY THE NPS CO/COR AND AVOID DISTURBANCE OR TRESPASSING ONTO PRIVATE PROPERTY NOT

EXPLICITLY GRANTED ACCESS TO THE CONTRACTOR.

NEAREST PROVISIONS FOR THE CONTRACTOR ARE LOCATED WITHIN HILL CITY TOWNSHIP, KS TO THE WEST

AND STOCKTON, KS TO THE EAST (WITHIN 30 MIN OF PROJECT SITE ON HIGHWAY 24).

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ROCK

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LITTLE

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ARKANSAS

AutoCAD SHX Text Agate Fossil Beds NM

AutoCAD SHX Text Apostle Islands NL

AutoCAD SHX Text Arkansas Post NMEN

AutoCAD SHX Text Badlands NP

AutoCAD SHX Text Brown v. Board of Education NHS

AutoCAD SHX Text Buffalo NR

AutoCAD SHX Text Cuyahoga Valley NRA

AutoCAD SHX Text Dayton Aviation Heritage NHP

AutoCAD SHX Text Effigy Mounds NM

AutoCAD SHX Text Fort Larned NHS

AutoCAD SHX Text Fort Scott NHS

AutoCAD SHX Text Fort Smith NHS

AutoCAD SHX Text Fort Union Nat. Trading Post NHS

AutoCAD SHX Text George Rogers Clark NHP

AutoCAD SHX Text George Washington Carver NM

AutoCAD SHX Text Grand Portage NM

AutoCAD SHX Text Harry S Truman NHS

AutoCAD SHX Text Herbert Hoover NHS

AutoCAD SHX Text Homestead NM of America

AutoCAD SHX Text Hopewell Culture NHP

AutoCAD SHX Text Hot Springs NP

AutoCAD SHX Text Indiana Dunes NL

AutoCAD SHX Text Isle Royale NP

AutoCAD SHX Text James A Garfield NHS

AutoCAD SHX Text Jefferson NEM

AutoCAD SHX Text Jewel Cave NM

AutoCAD SHX Text Keweenaw NHP

AutoCAD SHX Text Knife River Indian Villages NHS

AutoCAD SHX Text Lincoln Boyhood NMEM

AutoCAD SHX Text Mississippi NRRA

AutoCAD SHX Text Missouri NRR

AutoCAD SHX Text Mount Rushmore NMEM

AutoCAD SHX Text Niobrara NSR

AutoCAD SHX Text Ozark NSR

AutoCAD SHX Text Pea Ridge NMP

AutoCAD SHX Text Perry's Victory IPM

AutoCAD SHX Text Pictured Rocks NL

AutoCAD SHX Text Pipestone NM

AutoCAD SHX Text Saint Croix NSR

AutoCAD SHX Text Scotts Bluff NM

AutoCAD SHX Text Sleeping Bear Dunes NL

AutoCAD SHX Text Theodore Roosevelt NP

AutoCAD SHX Text Ulysses S Grant NHS

AutoCAD SHX Text Voyageurs NP

AutoCAD SHX Text William Howard Taft NHS

AutoCAD SHX Text Wilson's Creek NB

AutoCAD SHX Text Wind Cave NP

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FORT SMITH

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MEMPHIS

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OKLAHOMA

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MISSISSIPPI

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LOUISANA

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WEST VIRGINIA

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PENNSYLVANIA

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NEBRASKA

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KANSAS

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IOWA

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MISSOURI

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OHIO

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MICHIGAN

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WISCONSIN

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MINNESOTA

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INDIANA

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TOLEDO

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ST. LOUIS

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KANSAS CITY

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DULUTH

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CLEVELAND

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CINCINNATI

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MILWAUKEE

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LINCOLN

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TOPEKA

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JEFFERSON CITY

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INDIANAPOLIS

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COLUMBUS

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LANSING

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MADISON

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ST. PAUL

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DES MOINES

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BISMARCK

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NORTH DAKOTA

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SOUTH DAKOTA

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PIERRE

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ILLINOIS

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SPRINGFIELD

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DAYTON

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DETROIT

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MINNEAPOLIS

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AKRON

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FORT WAYNE

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CHICAGO

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SIOUX FALLS

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ROCHESTER

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GREEN BAY

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OKLAHOMA CITY

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ST. LOUIS

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OKLAHOMA

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TENNESEE

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KENTUCKY

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COLORADO

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WYOMING

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MONTANA

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SASKATCHEWAN

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MANITOBA

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ONTARIO

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ONTARIO

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OMAHA

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CHEYENNE

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SPRINGFIELD

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PEORIA

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DENVER

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WASHINGTON AVE

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ADAMS AVE

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MADISON AVE

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JEFFERSON AVE

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MONROE AVE

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SOUTH AVE

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2ND STREET

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WASHINGTON AVE

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5TH STREET

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MADISON AVE

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4TH STREET

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1ST STREET

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4TH STREET

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2ND STREET

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390TH AVE

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4TH STREET

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3RD STREET

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390TH AVE

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390TH AVE

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AME CHURCH

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FIRST BAPTIST CHURCH

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SAINT FRANCIS HOTEL

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TOWNSHIP HALL

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3RD STREET

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2ND STREET

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1ST STREET

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SCHOOL DISTRICT #1

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( ) 3 PROJECT LOCATIONS

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NICODEMUS NATIONAL HISTORIC SITE

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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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THREE NPS INTERPRETIVE LOCATIONS

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XXXXX

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GRAHAM

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KANSAS

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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

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)

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REVISION

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PMIS - 328486

AutoCAD SHX Text M:\Groups\Maint\Active\NICO_328486_Wayside Exhibits\11_In-House\AutoCAD Drawings\NICO Waysides_COVER.dwg

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MWR

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NICODEMUS NATIONAL HISTORIC SITE

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INTERPRETIVE WAYSIDE AND WALK IMPROVEMENTS

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 L1 GENERAL NOTES | ST. FRANCIS HOTEL WAYSIDE EXHIBITS L1 GENERAL NOTES | ST. FRANCIS HOTEL WAYSIDE EXHIBITS GENERAL NOTES | ST. FRANCIS HOTEL WAYSIDE EXHIBITS 3 L2 FIRST BAPTIST CHURCH WAYSIDE EXHIBIT L2 FIRST BAPTIST CHURCH WAYSIDE EXHIBIT FIRST BAPTIST CHURCH WAYSIDE EXHIBIT 4 L3 TOWNSHIP HALL WAYSIDE EXHIBITS AND SIDEWALK REPLACEMENT L3 TOWNSHIP HALL WAYSIDE EXHIBITS AND SIDEWALK REPLACEMENT TOWNSHIP HALL WAYSIDE EXHIBITS AND SIDEWALK REPLACEMENT

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SHEET INDEX

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REGIONAL MAP PROJECT LOCATION

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GRAHAM COUNTY

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KANSAS

AutoCAD SHX Text EXISTING HOSE SPIGOT WATER SERVICE AVAILABLE FOR CONTRACTOR USE OUTSIDE AME CHURCH

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FOR CONSTRUCTION

AutoCAD SHX Text CONTRACTOR STAGING AREA LOCATED ON TURF/BARE SOIL AREA ADJACENT NORTH OF TOWNSHIP HALL WITH EXISTING DRIVEWAY APRON OFF OF STREET (APPROX 20' X 60' AREA ALLOWED FOR USE)

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NOT TO SCALE

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TOWNSHIP OF NICODEMUS

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 PAVEMENTS , LANDSCAPE OR PRIVATELY

OWNED PROPERTY EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS

INDICATED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

7. ALL PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AT THE

CONTRACTORS EXPENSE. THIS PERTAINS TO CONSTRUCTED ELEMENTS, AS

OWNED BY NPS, TOWNSHIP OF NICODEMUS, OR PRIVATE OWNERSHIP

ENTITY. PHOTO DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK

CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO COMMENCING

WITH THE WORK ON SITE TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING

DAMAGE AS CONSTRUCTION ACTIVITY CAUSED.

8. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY

WITH THE REQUIREMENTS IN THE CONTRACT DOCUMENTS.

9. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN

REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT IMPLY TO

COVER ALL MEANS AND METHODS OF CONSTRUCTION.

10. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY

CRAFTSMANSHIP INDUSTRY STANDARDS FOR EACH RESPECTIVE TRADE.

11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL

APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.

12. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS

SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION AS SOON

AS THE DISCREPANCY OR OMISSION IS FOUND. CONTRACTOR SHALL NOT

PROCEED WITH WORK AT THE DISCREPANCY OR OMISSION PRIOR TO

RECEIVING DIRECTION FROM THE COR.

13. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR

REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN FORM. SUBMIT ALL

COMMUNICATION REQUESTS TO COR AND ONLY WRITTEN RESPONSES

FROM THE CO OR COR WILL BE CONSIDERED APPROVED/AUTHORIZED.

14. THE GOVERNMENT WILL NOT BE RESPONSIBLE TO PAY FOR ANY

UN-APPROVED MATERIALS NOR MATERIALS NOT INCORPORATED INTO THE

SCOPE OF THE PROJECT WORK.

15. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP

OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS MATERIALS AND

EQUIPMENT FROM THE PARK/TOWNSHIP. 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.

16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING

AREAS DURING CONSTRUCTION OF THE PROPOSED FENCE WORK. NPS

RESERVES 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 SHALL BE AVOIDED.

VEHICLE AND EQUIPMENT REQUIREMENTS, LIMITATIONS, AND

TRANSPORTATION TO PROJECT SITE:

1. ALL VEHICLES AND EQUIPMENT ACCESSING NICODEMUS TOWNSHIP 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 REASONABLY MINIMUM

SIZE AND MANEUVERABILITY REQUIRED TO COMPLETE THE WORK. AVOID

OVERRUN INTO UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO

PAVEMENT, STRUCTURES, PARK ASSETS, 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. 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 COR RESERVES THE RIGHT TO REQUIRE ADDITIONAL PROTECTION

MEASURES BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT

IF CONSTRUCTION PRACTICES PROVE TO PLACE THE PARK, PUBLIC

RIGHT-OF-WAY OR PRIVATELY OWNED AMENITIES 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.

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ST. FRANCIS HOTEL

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WASHINGTON AVE.

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EXISTING CURB AND GUTTER PAVEMENT JOINT

AutoCAD SHX Text CLEANLY SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. AVOID OVERCUTS INTO STREET REMAINING

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EXISTING CURB AND GUTTER PAVEMENT JOINT

AutoCAD SHX Text REMOVE TURF AND EXCAVATE AS NECESSARY TO THE LIMITS OF NEW CONCRETE PAD AND CURBING

AutoCAD SHX Text CONTRACTOR TO REMOVE AND SALVAGE (2) EXISTING INTERPRETIVE PANELS. REMOVE AND LAWFULLY DISPOSE OF TEMPORARY WOOD PLATFORMS. SEE REPRESENTATIVE PHOTO FOR VISUAL DETAIL.

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EXG. FIRE HYDRANT

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AutoCAD SHX Text 9.5'+/-

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WASHINGTON AVE.

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ST. FRANCIS HOTEL

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2.0% MAX

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AutoCAD SHX Text 6.0'

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135°

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AutoCAD SHX Text 9.5'+/-

AutoCAD SHX Text 15.1'+/-

AutoCAD SHX Text 6.7'+/-

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EXG. FIRE HYDRANT

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PROVIDE 1/2" EXPANSION JOINT WITH JOINT FILLER AND SEALANT PER DETAIL 4/L1

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NEW CURB AND GUTTER EXTENTS BETWEEN EXISTING JOINTS

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MAINTAIN POSITIVE FLOW LINE DRAINAGE

AutoCAD SHX Text SLOPE CONCRETE PAD 1.5% MIN / 2% MAX UP UNIFORMLY FROM GUTTER FLOW TO SET NEW TOP OF CURB AND ENSURE POSITIVE DRAINAGE. LATERAL SLOPE NOT TO EXCEED 2%

AutoCAD SHX Text MOUNT (2) SALVAGED INTERPRETIVE PANELS. PROVIDE NEW CONCRETE ANCHOR FASTENERS. SEE DETAIL 3/L1. CONFIRM ORDER OF PANEL PLACEMENT WITH COR BASED ON PANEL INTERPETIVE CONTENT.

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ENSURE 5' DIAMETER MINIMUM UNOBSTRUCTED TURNING RADIUS

AutoCAD SHX Text BACKFILL SOIL AGAINST BACK OF CURB (ENTIRE NEW PERIMETER) TO PROVIDE POSITIVE DRAINAGE TOWARDS STREET. DO NOT CREATE NEGATIVE DRAINAGE TOWARDS THE PRIVATE PROPERTY. COORDINATE WITH COR ON SITE ACCEPTABILITY OF EXTENT OF CURBING TO REMAIN ABOVE GRADE IN ORDER TO PRIORITIZE REQUIRED DRAINAGE.

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EJ

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EJ

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EJ

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EJ

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CONSTRUCT 7" CONCRETE PAD, CURB AND GUTTER

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CJ

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CJ

AutoCAD SHX Text REBAR THROUGH EXPANSION JOINT - CORE DRILL EXISTING GUTTER AND GREASE REBAR INTO EXG. PAVEMENT. TYP EACH END OF NEW GUTTER.

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2.0% MAX

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED LANDSCAPE BY CONSTRUCTION ACTIVITY. PROVIDE ALL SOIL BACKFILL, UTILIZING SALVAGED TOPSOIL MATERIAL, BROADCAST SEED AND RAKE INTO SOIL FESCUE DOMINANT BLEND OF DROUGHT TOLERANT TURFGRASS SEED, SECURE WITH 30-DAY BIODEGRADABLE STRAW MATTING, AND THOROUGHLY WATER IN UPON SOWING SEED. CONTINUE TO WATER 1-INCH PER WEEK UNTIL EMERGENT GERMINATION IS PRESENT AND VIABLE PRIOR TO TURNING THE SITE OVER TO THE NPS.

AutoCAD SHX Text NOTES: 1. ALL REINFORCING STEEL SHALL BE PLACED AS SHOWN WITH 3" MIN. CLEARANCE. 2. CONFIRM LOCATION OF INTERPRETIVE PANEL WITH NPS IN FIELD PRIOR TO INSTALLATION. 3. SUBMIT PROPOSED PRODUCT AND METHOD OF ANCHORING TO COR FOR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH THE WORK

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FINISH GRADE

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INTEGRAL CONCRETE CURB

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7" CONCRETE PAVEMENT TO GUTTER

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REINSTALL SALVAGED INTERPRETIVE EXHIBIT PANELS, PEDESTALS & BASE PLATES

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REINFORCED CONCRETE SLAB

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#4 REBAR @ 16" C/C E.W.

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(4) 3/8" THREADED RODS WITH ADHESIVE ANCHORS AND WASHER/LOCK NUTS TO ANCHOR BASE TO PAVEMENT (F.V. SIZE OF RODS WITH PARK)

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COMPACTED SUBGRADE

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NOTES: 1. SAWCUT JOINT OF SAME DEPTH MAY BE SUBSTITUTED IN LIEU OF TOOLED JOINT.

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COMPACTED OR UNDISTURBED SUBGRADE

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JOINT SEALANT

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MEDIUM BROOM FINISH-TYP.

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PREMOLDED JOINT FILLER W/SEALANT

AutoCAD SHX Text %%uEXPANSION

AutoCAD SHX Text %%uCONTRACTION

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'EJ'- SEE PLAN FOR LOCATIONS

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'CJ' SPACING AS INDICATED ON PLAN

AutoCAD SHX Text #4 X 12" REBAR DOWEL. GREASE ONE END PROVIDE 1 EACH TIE TO EXG. GUTTER AND 2 WITHIN PAD TO GUTTER.

AutoCAD SHX Text 7"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

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EXG. ASPHALT PAVEMENT

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AutoCAD SHX Text 8 1/2"

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COMPACTED SUBGRADE

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CONCRETE PAVEMENT

AutoCAD SHX Text NOTE: CURB AS SHOWN IS A STANDARD PROFILE. ADJUST AS NECESSARY TO MATCH PROFILE OF EXISTING CURB FOR CONTINUITY.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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OF

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REVISION

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AutoCAD SHX Text 03-13-26

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TLB

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NICODEMUS NATIONAL HISTORIC SITE NICODEMUS, KS

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AutoCAD SHX Text 030 xxxxx

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AutoCAD SHX Text 328 486 --

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FOR CONSTRUCTION

AutoCAD SHX Text M:\Groups\Maint\Active\NICO_328486_Wayside Exhibits\11_In-House\AutoCAD Drawings\NICO Waysides_L1.dwg 3/10/2026 8:21 AM BY Bentley, Thomas L 3/10/2026 8:21 AM BY Bentley, Thomas L3/10/2026 8:21 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

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GENERAL NOTES ST. FRANCIS HOTEL WAYSIDE EXHIBITS

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ST FRANCIS HOTEL WAYSIDE - DEMOLITION PLAN

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ST FRANCIS HOTEL WAYSIDE - LAYOUT PLAN

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INTERPRETIVE PANEL AND WAYSIDE PAD

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NO SCALE

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CONCRETE JOINTING

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NO SCALE

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CONCRETE CURB AND GUTTER

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NO SCALE

WASHINGTON AVE.

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4TH ST.

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FIRST BAPTIST CHURCH

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EJ

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CJ

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EJ

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AutoCAD SHX Text MOUNT (1) SALVAGED INTERPRETIVE PANEL. PROVIDE NEW CONCRETE ANCHOR FASTENERS. SEE DETAIL 2/L2. CONFIRM PANEL PLACEMENT WITH COR.

AutoCAD SHX Text CONTINUOUS EXPANSION JOINT ALONG EXISTING CONCRETE W/ (4) 8" REBAR DOWELS EQUALLY SPACED

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EXISTING CONCETE WALK

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ENSURE 5' DIAMETER MINIMUM UNOBSTRUCTED TURNING RADIUS

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CENTER NEW WAYSIDE ON AXIS WITH 4TH STREET CURB RAMP

AutoCAD SHX Text

7" CONCRETE

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED LANDSCAPE BY CONSTRUCTION ACTIVITY. PROVIDE ALL SOIL BACKFILL, UTILIZING SALVAGED TOPSOIL MATERIAL, BROADCAST SEED AND RAKE INTO SOIL FESCUE DOMINANT BLEND OF DROUGHT TOLERANT TURFGRASS SEED, SECURE WITH 30-DAY BIODEGRADABLE STRAW MATTING, AND THOROUGHLY WATER IN UPON SOWING SEED. CONTINUE TO WATER 1-INCH PER WEEK UNTIL EMERGENT GERMINATION IS PRESENT AND VIABLE PRIOR TO TURNING THE SITE OVER TO THE NPS.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 2'-1"

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7" CONCRETE PAVEMENT TO RECEIVE WAYSIDE ANCHORING

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REINSTALL SALVAGED INTERPRETIVE EXHIBIT PANELS, PEDESTALS & BASE PLATES

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(4) THREADED RODS WITH ADHESIVE ANCHORS AND WASHER/LOCK NUTS TO ANCHOR BASE TO PAVEMENT (F.V. ROD DIAMETER WITH PARK)

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COMPACTED SUBGRADE

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REINFORCED CONCRETE SLAB W/

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(4)#4 REBAR @ EQ. C/C E.W.

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(4) 8" #4 REBAR ACROSS INTERFACE OF NEW PAVEMENT TO EXISTING WALK. CORE DRILL EXISTING WALK AND GREASE REBAR END

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CONTINUOUS 1/2" EXPANSION JOINT WHERE ABUTTING EXISTING CONCRETE

AutoCAD SHX Text NOTES: 1. ALL REINFORCING STEEL SHALL BE PLACED AS SHOWN WITH 3" MIN. CLEARANCE. 2. CONFIRM LOCATION OF INTERPRETIVE PANEL WITH NPS IN FIELD PRIOR TO INSTALLATION. 3. SUBMIT PROPOSED PRODUCT AND METHOD OF ANCHORING TO COR FOR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH THE WORK

AutoCAD SHX Text

NOTES: 1. SAWCUT JOINT OF SAME DEPTH MAY BE SUBSTITUTED IN LIEU OF TOOLED JOINT.

AutoCAD SHX Text 7"

AutoCAD SHX Text 4"

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COMPACTED OR UNDISTURBED SUBGRADE

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AutoCAD SHX Text 1/4"R

AutoCAD SHX Text

JOINT SEALANT

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MEDIUM BROOM FINISH-TYP.

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PREMOLDED JOINT FILLER W/SEALANT

AutoCAD SHX Text %%uEXPANSION

AutoCAD SHX Text %%uCONTRACTION

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'EJ'- SEE PLAN FOR LOCATIONS

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'CJ' SPACING AS INDICATED ON PLAN

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#4 X 8" REBAR DOWEL. GREASE END INTO DRILLED EXISTING CONCRETE.

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4" EXG

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EXG. CONC

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7" NEW

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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OF

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 03-13-26

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TLB

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NICODEMUS NATIONAL HISTORIC SITE NICODEMUS, KS

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AutoCAD SHX Text 030 xxxxx

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AutoCAD SHX Text 328 486 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text M:\Groups\Maint\Active\NICO_328486_Wayside Exhibits\11_In-House\AutoCAD Drawings\NICO Waysides_L2.dwg 3/10/2026 8:21 AM BY Bentley, Thomas L 3/10/2026 8:21 AM BY Bentley, Thomas L3/10/2026 8:21 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L2

AutoCAD SHX Text

FIRST BAPTIST CHURCH WAYSIDE EXHIBITS

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AutoCAD SHX Text 5'

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AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

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FIRST BAPTIST CHURCH - WAYSIDE SITE PLAN

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AutoCAD SHX Text L2

AutoCAD SHX Text 1" = 5'-0"

AutoCAD SHX Text

INTERPRETIVE PANEL AND WAYSIDE PAD

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AutoCAD SHX Text L2

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NO SCALE

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CONCRETE JOINTING

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AutoCAD SHX Text L1

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NO SCALE

AutoCAD SHX Text DISCONNECT AND SALVAGE INTERPRETIVE PANEL. REMOVE AND LAWFULLY DISPOSE OF WOOD PLATFORM FROM NICODEMUS TOWNSHIP.

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WAYSIDE SALVAGE AND REMOVAL PLAN

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AutoCAD SHX Text L2

NO SCALE

PROTECT EXISTING TREE. AVOID IMPACTS AND NO STAGING OF EQUIPMENT WITHIN DRIPLINE OF TREE CANOPY.

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WASHINGTON AVE.

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PROTECT EXG. ACCESSIBLE PARKING SIGN POST

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EXISTING STOOP AT ENTRY TO REMAIN. PROTECT THROUGHOUT THE CONSTRUCTION PROCESS.

AutoCAD SHX Text REMOVE AND PROTECT EXISTING DOOR ACTUATOR FOR REINSTALLATION ON NEW CONCRETE POUR.

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SAWCUT EXISTING WALK AT CURBLINE JOINT.

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REMOVE EXISTING CONCRETE WALK AND LAWFULLY DISPOSE OF OFF SITE.

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EXISTING CURB AND GUTTER PAVEMENT JOINT

AutoCAD SHX Text CLEANLY SAWCUT AND REMOVE EXISTING CONCRETE CURB AND GUTTER. AVOID OVERCUTS INTO STREET REMAINING

AutoCAD SHX Text

EXISTING CURB AND GUTTER PAVEMENT JOINT

AutoCAD SHX Text 10.5'

AutoCAD SHX Text EXCAVATE THE FOOTPRINT OF THE NEW WAYSIDE TO A DEPTH ACCOMMODATING NEW WORK. DISPOSE OF TURF CUTTINGS AND DISPOSE OF SOIL SPOILS WITHIN THE TOWNSHIP AT A LOCATIN DIRECTED BY THE COR TO SPREAD OUT.

AutoCAD SHX Text SAWCUT AT JOINT TO PROVIDE A CLEAN SEPARATION BETWEEN REMOVALS AND REMAINING CONCRETE STOOP

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text

INTEGRAL CONCRETE CURB

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7" CONCRETE PAVEMENT TO GUTTER

AutoCAD SHX Text

REINSTALL SALVAGED INTERPRETIVE EXHIBIT PANELS, PEDESTALS & BASE PLATES

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COMPACTED SUBGRADE

AutoCAD SHX Text

REINFORCED CONCRETE SLAB

AutoCAD SHX Text

#4 REBAR @ 16" C/C E.W.

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

INTEGRAL CONCRETE CURB

AutoCAD SHX Text

7" CONCRETE PAVEMENT TO GUTTER

AutoCAD SHX Text

REINFORCED CONCRETE SLAB

AutoCAD SHX Text

#4 REBAR @ 16" C/C E.W.

AutoCAD SHX Text

REINSTALL SALVAGED INTERPRETIVE EXHIBIT PANELS, PEDESTALS & BASE PLATES

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COMPACTED SUBGRADE

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(4) 3/8" THREADED RODS WITH ADHESIVE ANCHORS AND WASHER/LOCK NUTS TO ANCHOR BASE TO PAVEMENT (F.V. SIZE OF RODS WITH PARK)

AutoCAD SHX Text NOTES: 1. ALL REINFORCING STEEL SHALL BE PLACED AS SHOWN WITH 3" MIN. CLEARANCE. 2. CONFIRM LOCATION OF INTERPRETIVE PANEL WITH NPS IN FIELD PRIOR TO INSTALLATION. 3. SUBMIT PROPOSED PRODUCT AND METHOD OF ANCHORING TO COR FOR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH THE WORK

AutoCAD SHX Text NOTES: 1. SAWCUT JOINT OF SAME DEPTH MAY BE SUBSTITUTED IN LIEU OF TOOLED JOINT. 2. X" = 7" AT WAYSIDE AND 5" AT SIDEWALK TO TOWNSHIP HALL ENTRY

AutoCAD SHX Text X"

AutoCAD SHX Text 4"

AutoCAD SHX Text

COMPACTED OR UNDISTURBED SUBGRADE

AutoCAD SHX Text 4"

AutoCAD SHX Text 1/4"R

AutoCAD SHX Text

JOINT SEALANT

AutoCAD SHX Text

MEDIUM BROOM FINISH-TYP.

AutoCAD SHX Text

PREMOLDED JOINT FILLER W/SEALANT

AutoCAD SHX Text %%uEXPANSION

AutoCAD SHX Text %%uCONTRACTION

AutoCAD SHX Text

'EJ'- SEE PLAN FOR LOCATIONS

AutoCAD SHX Text

'CJ' SPACING AS INDICATED ON PLAN

AutoCAD SHX Text #4 X 12" REBAR DOWEL. GREASE ONE END PROVIDE 1 EACH TIE TO EXG. GUTTER AND 2 WITHIN PAD TO GUTTER.

AutoCAD SHX Text X"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 7"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 3"R

AutoCAD SHX Text 3"R

AutoCAD SHX Text

COMPACTED SUBGRADE

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CONCRETE PAVEMENT

AutoCAD SHX Text NOTE: CURB AS SHOWN A STANDARD PROFILE. ADJUST AS NECESSARY TO MATCH PROFILE OF EXISTING CURB FOR CONTINUITY.

AutoCAD SHX Text

WASHINGTON AVE.

AutoCAD SHX Text 10.5'

AutoCAD SHX Text 4.0'(F.V.)

AutoCAD SHX Text 40"

AutoCAD SHX Text EXISTING STOOP AT ENTRY TO REMAIN. PROVIDE DOWELED EXPANSION JOINT WERE ABUTTING NEW CONCRETE POUR DOWELS TO BE (4) #4 X 12" SPACED 24" O.C. GREASE END CORE DRILLED INTO EXISTING CONCRETE

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2.0% MAX

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EJ

AutoCAD SHX Text

REMOVE/REINSTALL EXG. DOOR ACTUATOR TO MOUNT TO NEW CONCRETE POUR.

AutoCAD SHX Text 5" NEW CONCRETE ENTRY WALK. FIELD VERIFY DISTANCE AND PROVIDE UNIFORM SPACING OF CONSTRUCTION JOINTS

AutoCAD SHX Text PROVIDE NEW ACCESSIBLE CURB RAMP NOT TO EXCEED 8.33% LONGITUDINAL SLOPE AND 2% LATERAL SLOPE. PROVIDE DOWELED EXPANSION JOINTING AT TOP AND BOTTOM OF RAMP. DOWELS TO BE #4 X 12" SPACED 24" O.C.. GREASE END CORE DRILLED INTO EXISTING CONC. GUTTER AS WELL AS ONE END AT RAMP TO NEW WALK TRANSITION.

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text

PROVIDE 1/2" EXPANSION JOINT WITH JOINT FILLER AND SEALANT PER DETAIL 4/L3

AutoCAD SHX Text

MAINTAIN POSITIVE FLOW LINE DRAINAGE

AutoCAD SHX Text SLOPE CONCRETE PAD 1.5% MIN / 2% MAX UP UNIFORMLY FROM GUTTER FLOW TO SET NEW TOP OF CURB AND ENSURE POSITIVE DRAINAGE. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION

AutoCAD SHX Text

ENSURE 5' DIAMETER MINIMUM UNOBSTRUCTED TURNING RADIUS

AutoCAD SHX Text

EJ

AutoCAD SHX Text

EJ

AutoCAD SHX Text REBAR THROUGH EXPANSION JOINT - CORE DRILL EXISTING GUTTER AND GREASE REBAR INTO EXG. PAVEMENT. TYP EACH END OF NEW GUTTER.

AutoCAD SHX Text

PROTECT EXG. ACCESSIBLE PARKING SIGN POST

AutoCAD SHX Text

2.1' MIN

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7" CONC. PAD AND GUTTER

AutoCAD SHX Text MOUNT (3) SALVAGED INTERPRETIVE PANELS. PROVIDE NEW CONCRETE ANCHOR FASTENERS. SEE DETAILS 4/L3. CONFIRM ORDER AND LOCATION OF PANEL PLACEMENT WITH COR BASED ON PANEL INTERPETIVE CONTENT. PROVIDE 25" MIN ROLL UNDER DISTANCE FROM FACE OF PANEL TO CURB FOR ABA ACCESSIBLITY

AutoCAD SHX Text PROTECT EXISTING TREE. AVOID IMPACTS AND NO STAGING OF EQUIPMENT WITHIN DRIPLINE OF TREE CANOPY.

AutoCAD SHX Text

CJ

AutoCAD SHX Text

CJ

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED LANDSCAPE BY CONSTRUCTION ACTIVITY. PROVIDE ALL SOIL BACKFILL, UTILIZING SALVAGED TOPSOIL MATERIAL, BROADCAST SEED AND RAKE INTO SOIL FESCUE DOMINANT BLEND OF DROUGHT TOLERANT TURFGRASS SEED, SECURE WITH 30-DAY BIODEGRADABLE STRAW MATTING, AND THOROUGHLY WATER IN UPON SOWING SEED. CONTINUE TO WATER 1-INCH PER WEEK UNTIL EMERGENT GERMINATION IS PRESENT AND VIABLE PRIOR TO TURNING THE SITE OVER TO THE NPS.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DELINEATED TEMPORARY ROUTE FROM STREET TO EXISTING STOOP WHICH IS ACCEPTABLE TO THE NPS WHICH MAY INCLUDE FLEXIBLE ORANGE CONSTRUCTION FENCING OR OTHER SUITABLE METHODS. . THE CONTRACTOR SHALL NOT COMMENCE WITH WALK REMOVALS UNTIL THEY ARE READY TO IMMEDIATELY PROCEED WITH NEW WALK INSTALLATION IN ORDER TO MINIMIZE DURATION OF TIME THE WALK IS INACCESSIBLE.

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 03-13-26

AutoCAD SHX Text

TLB

AutoCAD SHX Text

NICODEMUS NATIONAL HISTORIC SITE NICODEMUS, KS

AutoCAD SHX Text

AutoCAD SHX Text 030 xxxxx

AutoCAD SHX Text

AutoCAD SHX Text 328 486 --

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text M:\Groups\Maint\Active\NICO_328486_Wayside Exhibits\11_In-House\AutoCAD Drawings\NICO Waysides_L3.dwg 3/10/2026 8:38 AM BY Bentley, Thomas L 3/10/2026 8:38 AM BY Bentley, Thomas L3/10/2026 8:38 AM BY Bentley, Thomas L BY Bentley, Thomas LBentley, Thomas L

AutoCAD SHX Text L3

AutoCAD SHX Text

TOWNSHIP HALL WALK AND WAYSIDE EXHIBITS

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

TOWNSHIP HALL WAYSIDE AND WALK - DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text L3

AutoCAD SHX Text 1" = 5'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text

ST FRANCIS HOTEL WAYSIDE - LAYOUT PLAN

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AutoCAD SHX Text L3

AutoCAD SHX Text 1" = 5'-0"

AutoCAD SHX Text

INTERPRETIVE PANEL AND WAYSIDE PAD CONNECTIONS

AutoCAD SHX Text

AutoCAD SHX Text L3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONCRETE JOINTING

AutoCAD SHX Text

AutoCAD SHX Text L3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONCRETE CURB AND GUTTER

AutoCAD SHX Text

AutoCAD SHX Text L3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

EXISTING CONDITIONS PHOTOS

AutoCAD SHX Text

AutoCAD SHX Text L3

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TOWNSHIP HALL ENTRY STOOP

AutoCAD SHX Text

TOWNSHIP HALL CURB RAMP

AutoCAD SHX Text

EXISTING WAYSIDE FOR SALVAGE (PANELS) AND REMOVALS (WOOD)

REMOVE AND SALVAGE EXISTING WAYSIDE PANELS FOR RE-INSTALLATION. REMOVE AND LAWFULLY DISPOSE OF OFF SITE WOOD DECKING MATERIALS.