Attachment 2 - Drawings - 4 Pages.pdf

BASIS OF RETAINING WALL DESIGN:

1. THE 1920'S ERA PHOTOGRAPH SHOWN HERE IS TO BE ADOPTED AS THE PRIMARY BASIS OF DESIGN FOR THE APPEARANCE OF THE

RECONSTRUCTED WALL IN THIS PROJECT WORK . THE RETAINING WALL IS AESTHETIC IS TO BE A DRY LAID STACK OF LIMESTONE

MATERIAL CLOSELY MATCHING THE STONE OF THE HISTORIC BARN STRUCTURE. STONE PROFILES TO VARY, RESULTING IN AN ASHLAR

OVERALL PATTERN, AND HAVE SUBTLE VARIANCES IN THE TOP OF WALL DATUM WHILE BEING A TIGHTLY CONSTRUCTED WALL OF

NARROW GAPS BETWEEN INDIVIDUAL STONE UNITS.

2. VARIANCES IN THE NEW WALL CONSTRUCTION FROM THE HISTORIC PHOTO ARE IDENTIFIED WITHIN THE NOTES AND DETAILS

PROVIDED WITHIN THESE DRAWING AND SPECIFICATION DOCUMENTS.

3. THE EXISTING RETAINING WALL MATERIAL IS TO BE REMOVED AND LAWFULLY DISPOSED OF OFF THE NATIONAL PRESERVE PROPERTY.

THE NEW RETAINING WALL IS TO BE CONSTRUCTED OF NEW STONE MATERIAL AS NOTED WITHIN THESE DRAWING DOCUMENTS.

COORDINATE WITH COR FOR ANY REUSE OF EXISTING STONE MATERIAL THAT IS REMOVED AND IN SOUND CONDITION (FREE OF

MORTAR, POWER WASHED, NO SIGNIFICANT FRACTURES OR SPALLING) AND CAN DEMONSTRATE A REDUCTION IN NEW MATERIAL

COSTS IF EXISTING STONE IS USED.

BASIS OF RETAINING WALL DESIGN:

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

TALLGRASS PRAIRIE NATIONAL PRESERVE

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

HISTORIC STONE WALL RESTORATION

AutoCAD SHX Text

SPRING HILL RANCH

AutoCAD SHX Text 80020

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CHASE

AutoCAD SHX Text

KANSAS

AutoCAD SHX Text

OF

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

STRONG CITY

AutoCAD SHX Text

KANSAS

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 - 227635

AutoCAD SHX Text

REGIONAL MAP PROJECT LOCATION

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text

INTERIOR REGIONS 3, 4, 5

AutoCAD SHX Text \\inpmwroxfilesrv\Redirects\tbentley\Desktop\Travel Temp\TAPR Wall\Drawings\TAPR Wall COVER.dwg

AutoCAD SHX Text

MWR

AutoCAD SHX Text

PROJECT AREA

AutoCAD SHX Text

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text

SPRING HILL RANCH BARN

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 L00 COVER L00 COVER COVER 2 L01 EXISTING CONDITIONS - STAGING PLAN L01 EXISTING CONDITIONS - STAGING PLAN EXISTING CONDITIONS - STAGING PLAN 3 L02 NOTES - SITE PLAN - DETAILS L02 NOTES - SITE PLAN - DETAILS NOTES - SITE PLAN - DETAILS 4 L03 CONSTRUCTION DETAILSL03 CONSTRUCTION DETAILSCONSTRUCTION DETAILS

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text 4/30/2020

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text

2480B KS-177, STRONG CITY, KANSAS

AutoCAD SHX Text

VICINITY

AutoCAD SHX Text

MAP

AutoCAD SHX Text 22 76 35

AutoCAD SHX Text

HISTORIC STONE WALL RESTORATION

BARN

RANCH

HOUSE

ICE

HOUSE

CISTERN

CARRIAGE

HOUSE

POULTRY

HOUSE

SITE REPRESENTATIVE PHOTO GALLERY:

1. THE FOLLOWING PHOTOGRAPHS DEPICT EXISTING CONTEXT OF THE NATIONAL PRESERVE FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO DOCUMENT THE ENTIRETY OF THE PROJECT AREA.

BIDDING CONTRACTORS REMAIN RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE TO THE EXTENT THEY DETERMINE IN ORDER TO PREPARE THEIR BID. THE AWARDED CONTRACTOR SHALL REMAIN

RESPONSIBLE FOR TAKING PRE-CONSTRUCTION PHOTOGRAPHS REQUIRED IN THE S.O.W. WITHIN THESE DOCUMENTS.

OVERALL FRONT ELEVATION (WALL HEIGHTS NOTED)

EAST END OF WALL LOOKING WEST EAST END OF WALL LOOKING SOUTH STEPS EAST ELEVATION TOP OF STEPS

4'-6" 4'-9" 4'-3" 4'-6" 4'-4" 4'-4" 4'-4"

4'-3" 4'-0"

STEPS UPPER FRONT ELEVATION

LOOKING EAST DOWN STEPS LOOKING WEST - STEPS OVERALL FRONT ELEVATION

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text 200"

AutoCAD SHX Text 60"

AutoCAD SHX Text 90"

AutoCAD SHX Text 90"

AutoCAD SHX Text 90"

AutoCAD SHX Text 60"

AutoCAD SHX Text 90"

AutoCAD SHX Text 60"

AutoCAD SHX Text 70"

AutoCAD SHX Text 60"

AutoCAD SHX Text 60"

AutoCAD SHX Text 60"

AutoCAD SHX Text 60"

AutoCAD SHX Text 60"

AutoCAD SHX Text 60"

AutoCAD SHX Text 100"

AutoCAD SHX Text 40"

AutoCAD SHX Text 50"

AutoCAD SHX Text 70"

AutoCAD SHX Text 60"

AutoCAD SHX Text 100"

AutoCAD SHX Text 30"

AutoCAD SHX Text 50"

AutoCAD SHX Text 50"

AutoCAD SHX Text 50"

AutoCAD SHX Text 60"

AutoCAD SHX Text 10"

AutoCAD SHX Text 20"

AutoCAD SHX Text 40"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 5"

AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 30"

AutoCAD SHX Text 50"

AutoCAD SHX Text 60"

AutoCAD SHX Text 50"

AutoCAD SHX Text 30"

AutoCAD SHX Text 50"

AutoCAD SHX Text 40"

AutoCAD SHX Text 40"

AutoCAD SHX Text 30"

AutoCAD SHX Text 5"

AutoCAD SHX Text 20"

AutoCAD SHX Text 100"

AutoCAD SHX Text 30"

AutoCAD SHX Text 30"

AutoCAD SHX Text 15"

AutoCAD SHX Text 80"

AutoCAD SHX Text 100"

AutoCAD SHX Text 90"

AutoCAD SHX Text 200"

AutoCAD SHX Text 70"

AutoCAD SHX Text 90"

AutoCAD SHX Text 50"

AutoCAD SHX Text

FL =

AutoCAD SHX Text 1280.8

AutoCAD SHX Text

FL =

AutoCAD SHX Text 1280.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text \\inpmwroxfilesrv\Redirects\tbentley\Desktop\Travel Temp\TAPR Wall\Drawings\TAPR_1 EXISTING CONDITONS.dwg

AutoCAD SHX Text

2/5/2016 10:47:13 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

HISTORIC STONE WALL

AutoCAD SHX Text

RESTORATION

AutoCAD SHX Text

AutoCAD SHX Text 80020

AutoCAD SHX Text

AutoCAD SHX Text

MMM /TLB

AutoCAD SHX Text

TLB

AutoCAD SHX Text

MMM

AutoCAD SHX Text 04/30/2020

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text 227635

AutoCAD SHX Text L01

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

AutoCAD SHX Text

SITE STAGING PLAN

AutoCAD SHX Text

AutoCAD SHX Text L01

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SITE STAGING PLAN

AutoCAD SHX Text PROJECT LOCATION AND CONSTRUCTION LIMITS: THE CONTRACTOR SHALL PROVIDE CONTINUOUS FENCING, 48" MIN. HIGH VISIBILITY ROLLED MESH SECURED TO T-POSTS SPACED 10' MAX. CONTRACTOR TO DEVISE A MEANS OF GATED ACCESS AND ABILITY TO SECURE A CONTAINED WORK AREA WHEN NO WORKERS ARE PRESENT.

AutoCAD SHX Text

LOCATE FENCING NO GREATER THAN 40' OFFSET FROM FACE OF RETAINING WALL

AutoCAD SHX Text

LOCATE FENCING NO CLOSER THAN 10' OFFSET FROM EXG. BARN RAMP

PROVIDE HARDENED PROTECTION (PLYWOOD AT MINIMUM) OF FACE OF STONE BARN WALLS WITHIN LIMITS OF ACTIVE CONSTRUCTION WORK

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, REFERENCED STANDARDS AND SPECIFICATIONS, AND GENERAL CONDITIONS IN THE CONTRACT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF ALL FINAL QUANTITIES AND METHODS IN ORDER

TO CONDUCT THE WORK PRIOR TO SUBMITTING THEIR BID.

3. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY CONSTRUCTION DOCUMENT SHEETS AND INFORMATION

APPLICABLE TO THEIR AREA OF WORK AS WELL AS WORK INFLUENCED BY OR INFLUENCES WORK BY OTHER TRADES.

4. ENSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY CONSTRUCTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED AUTHORIZATION FOR DEMOLITION FROM RESPONSIBLE

AGENCIES, CONTRACTING OFFICER AND REPRESENTATIVE, PARK STAFF POINT OF CONTACT, AND FULLY ACKNOWLEDGE

PRIOR TO COMMENCING WORK ON SITE.

5. LOCATE AND VERIFY (HORIZONTALLY AND VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR

NOTIFYING THE AGENCIES TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY

DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE

CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ANY

DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA

COMPENSATION WILL BE ALLOWED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES.

7. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A

STRUCTURE WHICH IS LOCATED OUTSIDE THE AREA ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH

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

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

THAN EXISTING AT THE CONTRACTORS EXPENSE. PHOTO DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK

CONTRACTING OFFICER REPRESENTATIVE (COR) TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING DAMAGE AS

CONSTRUCTION ACTIVITY CAUSED.

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

REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT DOCUMENTS.

10. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION

BUT DO NOT IMPLY TO COVER ALL MEANS AND METHODS OF CONSTRUCTION.

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

RESPECTIVE TRADE.

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

CODES AND REGULATIONS.

13. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CONTRACTING

OFFICER'S ATTENTION AS SOON AS THE DISCREPANCY OR OMISSION IS FOUND. CONTRACTOR SHALL NOT PROCEED

WITH WORK AT THE DISCREPANCY OR OMISSION PRIOR TO RECEIVING DIRECTION FROM THE COR.

14. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE SPECIFICATIONS REQUIREMENT SHALL BE USED.

15. 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.

16. PROVIDE SHOP DRAWINGS TO THE COR AND OBTAIN APPROVAL PRIOR TO ORDERING ANY MATERIALS. THE

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

INCORPORATED INTO THE SCOPE OF THE PROJECT WORK.

17. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS

MATERIALS AND EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR

FINAL ACCEPTANCE.

18. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND

CONSTRUCTION OF THE PROPOSED WORK.

19. THE PROJECT IS TO RECORD TYPES AND VOLUMES OF MATERIALS THAT ARE DIVERTED FROM THE LANDFILL TO

RECYCLING CENTER. DOCUMENTATION SHALL BE A SHARED COMMUNICATION BETWEEN THE CONTRACTOR AND COR

AND CONTRACTOR SHALL SUBMIT ALL LOAD TICKETS IDENTIFYING WEIGHTS AND MATERIALS PROVIDED AT LANDFILLS

OR RECYCLING CENTERS.

VEHICLE AND EQUIPMENT REQUIREMENTS AND LIMITATIONS:

1. ALL VEHICLES AND EQUIPMENT ACCESSING THE PROJECT AREA ON ROADWAYS 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 OR REQUIRE REMOVAL OF ANY VEHICLE OR EQUIPMENT

DEMONSTRATING DISREPAIR OR MALFUNCTION.

2. ALL VEHICLES AND EQUIPMENT SHALL BE OF A SIZE AND MANEUVERABILITY TO PROJECT WORK AREAS. ALL

DAMAGE TO PAVEMENT, STRUCTURES, LANDSCAPE, OR PUBLIC RIGHT OF WAY AMENITIES SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR BETTER AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. THE CONTRACTOR SHALL USE THE SMALLEST SIZED EQUIPMENT REASONABLE TO PERFORM THE WORK WITHIN

THE PROJECT AREA.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AMENITIES WITHIN THE

IMMEDIATE AREA OF ACTIVE EQUIPMENT USE (PLYWOOD OR SIMILAR) TO AVOID MARRING OR OTHER IMPACT

DAMAGES.

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 EXISTING AMENITIES

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

GENERAL CLEARING, DEMOLITION AND SITE PREPARATION:

1. PRIOR TO START OF ANY DEMOLITION ACTIVITIES, ALL PUBLIC SAFETY DEVICES ARE TO BE INSTALLED NECESSARY TO

THE EXTENT OF INITIAL ACTIVITIES AND BE ADDED OR REMOVED AS ACTIVITIES CHANGE THROUGHOUT THE

PROJECT PROCESS.

2. DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS

PROJECT.

3. DO NOT BURN DEMOLISHED MATERIALS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT

SPILLAGE ON ADJACENT ROADS AND PUBLIC RIGHT-OF-WAY OR PROPERTIES.

4. FUGITAVE DUST MUST BE CONTROLLED BY PROPER WETTING, CHEMICAL STABILIXERS, OR WIND BARRIERS. DEBRIS

TRACKED ONTO PAVED ROADS SHALL BE MINIMIZED AND CLEANED OFF DAILY WHEN OCCURRING.

SEDIMENT AND EROSION CONTROL:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE LANDSCAPE ADJACENT TO THE PROJECT AREA FROM

SEDIMENT DISCHARGE DUE TO CONSTRUCTION ACTIVITY, INCLUDING STOCKPILING OF SOILS. MEASURES SHALL BE

DETERMINED BY THE CONTRACTOR; HOWEVER, THE COR RESERVES THE RIGHT TO REQUIRE ADDITIONAL MEASURES IF

CONTRACTOR PROACTIVE MEASURES PROVE TO BE INSUFFICIENT. ADDITIONAL MEASURES SHALL BE INCORPORATED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

2. THE CONTRACTOR SHALL EMPLOY SEDIMENT DISCHARGE PROTECTION PRIOR TO EARTHWORK ACTIVITIES. THE

CONTRACTOR SHALL BE ALLOWED TO INCORPORATE MEASURES THAT CAN BE EFFICIENTLY MOVED AS WORK PROGRESSES

THROUGH THE SITE PROVIDED SUITABLE PROTECTION IS ESTABLISHED WHERE MEASURES ARE REMOVED.

3. PERVIOUS AREAS THAT HAVE ACHIEVED FINAL GRADING ACTIVITIES SHALL BE SEEDED UPON COMPLETION PROGRESSIVELY

ACROSS THE PROGRESS OF WORK.

AutoCAD SHX Text

MATCH ALIGNMENT OF EXISTING WALL

AutoCAD SHX Text RETURN RAIL WITH 18" PANEL SECTION. VERIFY T.O. WALL ELEVATION AT END OF RAIL PANEL IS 2'-6" MAX. REVISE B.O. WALL GRADE TO ACHIEVE IF NECESSARY.

AutoCAD SHX Text

CONCRETE CURBING AND RAIL - SEE SECTION DETAILS

AutoCAD SHX Text

LINE OF SUB-WALL STABILIZATION AND GEOGRID - SEE SECTION

AutoCAD SHX Text

PRECAST STEPS, LANDING AND METAL RAILING - SEE SECTION

AutoCAD SHX Text

LINE OF DRIVEWAY

AutoCAD SHX Text INFILL AREA BETWEEN RAILING CURB AND VERTICAL WALL WITH WALL STONE MATERIAL AS FLATWORK RECESSED FLUSH WITH TOP OF WALL.

AutoCAD SHX Text

PRECAST CONC. STEPS RECESSED AS LANDING - 4'-0" BEYOND NOSE OF TOP RISER

AutoCAD SHX Text REMOVE EXISTING WOOD POST AND REPLACE WITH 8" DIA. X. 10' TREATED WOOD ROUND POST TO RECEIVE EXG. GATE. BURY 3'-6" BELOW GRADE.

AutoCAD SHX Text PROVIDE HARDENED PROTECTION (PLYWOOD SHEETING MIN.) ON WEST AND NORTH FACES OF BARN TO EXTENT NECESSARY TO PROTECT STONE FACE DURING WORK

AutoCAD SHX Text

MATCH ALIGNMENT OF EXISTING WALL

AutoCAD SHX Text

LINE OF BARN BEYOND

AutoCAD SHX Text

T.O. WALL ELEVATION 4'-6"-F.V.

AutoCAD SHX Text

SLOPE 1/8" TYP.

AutoCAD SHX Text

RETURN STONE TO RETAIN SOIL TO T.O. LANDING

AutoCAD SHX Text 1 1/2" R.

AutoCAD SHX Text 1' R.

AutoCAD SHX Text

CONTINUE RAIL CURBING TO END OF RAILING LIMITS

AutoCAD SHX Text 2"X2" SQ. STEEL PIPE MANUFACTURED PRODUCT OR SHOP FABRICATED HOT DIPPED GALVANIZED RAILING PANELS

AutoCAD SHX Text 11 GA. WIRE MESH HOT DIPPED GALV. STEEL INFILL. WEB SPACING TO BE LESS THAN 4" CLR. OPENINGS

AutoCAD SHX Text

ASHTO M288 CLASS 3 GEOTEXTILE FABRIC. OVERLAP SEAMS 1'-0"

AutoCAD SHX Text

8" MIN. COMPACTED AGGREGATE BASE - 1 1 1/2" LIMESTONE WITH FINES

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text

RESTORE TURF ACROSS ENTIRE LIMITS OF LANDSCAPE DISTURBANCE

AutoCAD SHX Text

SLOPED GRADE

AutoCAD SHX Text SET SLABS IN TANDEM BEYOND FACE OF WALL WHERE SOIL COVERAGE IS NOT PRESENT. FIELD SAW CUT PRECAST UNITS AS NECESSARY FOR CONTINUOUS MATERIAL INFILL

AutoCAD SHX Text

APPROX. LINE OF GRADE BEYOND STEP LIMITS

AutoCAD SHX Text 1 1/4" O.D. TUBE STEEL SHOP FABRICATED HOT DIPPED GALVANIZED RAILING (EACH SIDE OF STEPS)

AutoCAD SHX Text STEP SLAB UNITS: PREFABRICATED CONCRETE SLABS CAST WITH INTEGRAL COLOR AND SIMULATED ROCK FACE / NON SLIP FLAT TOP AND BOTTOM 'COTTONWOOD' LIMESTONE REPLICATION FINISH. UNITS TO BE 48" X 28" X 6" NOMINAL SIZE OR SIMILAR TO FACILITATE MEETING TOP AND BOTTOM OF STEPS TREAD AND RISER RATIOS. CONCRETE TO BE MINIMUM 4000 PSI

AutoCAD SHX Text

RESTORE TURF ACROSS ENTIRE LIMITS OF LANDSCAPE DISTURBANCE

AutoCAD SHX Text

PROVIDE SOLID END CAP AT ALL RAILING TERMINATIONS

AutoCAD SHX Text \\inpmwroxfilesrv\Redirects\tbentley\Desktop\Travel Temp\TAPR Wall\Drawings\TAPR_2 NOTES AND SITE PLAN.dwg

AutoCAD SHX Text

2/5/2016 10:47:13 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

HISTORIC STONE WALL

AutoCAD SHX Text

RESTORATION

AutoCAD SHX Text

AutoCAD SHX Text 80020

AutoCAD SHX Text

AutoCAD SHX Text

MMM /TLB

AutoCAD SHX Text

TLB

AutoCAD SHX Text

MMM

AutoCAD SHX Text 04/30/2020

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text 227635

AutoCAD SHX Text L02

AutoCAD SHX Text

AutoCAD SHX Text

NOTES SITE PLAN - DETAILS

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text L02

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

STEP CROSS SECTION

AutoCAD SHX Text

AutoCAD SHX Text L02

NO SCALE

10"x16"" CONCRETE RAILING CURBING, FLUSH WITH GRADE W/ (2) #4 REBAR HORIZ. CONT. PROVIDE 1'-0" OVERLAP AT SPLICES.

AutoCAD SHX Text 42" GUARDRAIL. SEE ELEVATION FOR DESIGN OBJECTIVES. CORE DRILL AND EPOXY GROUT 8" INTO CURB

AutoCAD SHX Text RECESS TOP OF CURB 1"- 1 1/2" BELOW TOP OF CAPSTONE. SLOPE TOP OF CURB UNIFORMLY ALONG WALL ALIGNMENT

AutoCAD SHX Text

WIRE CAGE STABILIZATION BATTER

AutoCAD SHX Text

STONE WALL BATTER

AutoCAD SHX Text PLACE UNIAXIAL GEOGRID AT REAR DEPTH OF CAGE STABILIZATION UNIT AND EXTEND BETWEEN STONES. CONCEAL FROM ELEVATIONAL VIEW

AutoCAD SHX Text

T.O. WALL ELEVATION VARIES 4'-0" TO 4'-9" - F.V.

AutoCAD SHX Text

BURY BOTTOM STONE 6" MIN. BELOW FINISH GRADE

AutoCAD SHX Text RESTORE TURF ACROSS ENTIRE LIMITS OF LANDSCAPE DISTURBANCE: SEE SPECIFICATION 32 92 00

AutoCAD SHX Text

16"X15" CONTINUOUS CONCRETE FOOTING. SEE SPEC SECTION 32 13 00

AutoCAD SHX Text

(4) #4 CONT. HORIZ. PROVIDE 1'-0" OVERLAP AT SPLICES

AutoCAD SHX Text

#4 TIES @ 24" O.C. OVERLAP SPLICE 1'-0"

AutoCAD SHX Text MANUF. FABRICATED 18" MIN. WIRE CAGE STABILIZATION BASKET PRODUCT. RECESS BOTTOM CAGE 1'-0" BELOW GRADE

AutoCAD SHX Text UNIAXIAL GEOGRID CONTINUOUS BENEATH EACH CAGE. EXTEND 4'-0" MIN. HORIZ. INTO GRADE.

AutoCAD SHX Text

1 1/2" CLEAN LIMESTONE INFILL - NO FINES. COMPACT IN 9" MAX LIFTS

AutoCAD SHX Text

ASHTO M288 CLASS 3 GEOTEXTILE FABRIC. OVERLAP SEAMS 1'-0"

AutoCAD SHX Text

COMPACTED BACKFILL. USE ON SITE MATERIAL WITH NO ORGANICS PRESENT

AutoCAD SHX Text COMPACTED AGGREGATE BASE INFILL - 1 1 1/2" LIMESTONE WITH FINES OVER TOP LAP OF GEOTEXTILE

AutoCAD SHX Text

RESTORE TURF ACROSS ENTIRE LIMITS OF LANDSCAPE DISTURBANCE

AutoCAD SHX Text

NON-STRUCTURAL COMPACTED BACKFILL BENEATH 4" MIN STOCKPILED TOPSOIL

AutoCAD SHX Text APPLY (2) 1/4" PARALLEL BEADS OF RETAINING WALL BLOCK ADHESIVE BETWEEN STONES, TYP. ENTIRE WALL (LOCTITE PL-500 OR EQUAL)

AutoCAD SHX Text COMPACT IN PLACE MATERIAL BENEATH BEARING - MINIMUM 8" DEPTH TO 95% PROCTOR DENSITY.

AutoCAD SHX Text 1/8" WELDED TAB FASTENERS, SHOP FABRICATED HOT DIPPED GALVANIZED OR ALUMINUM. OR CONTRACTOR OPTION TO PROVIDE MESH PANEL TO WELD FASTEN RIGID PERIMETER FRAME DIRECT TO RAIL AND POSTS

AutoCAD SHX Text 11 GA. WIRE MESH, ALUMINUM OR HOT DIPPED GALV. STEEL INFILL WITH RIGID PERIMETER BAR METAL FRAME. WEB SPACING TO BE LESS THAN 4" CLR. OPENINGS

AutoCAD SHX Text 2"X2" SQ. HOT DIP GALVANIZED STEEL PIPE MANUFACTURED PRODUCT OR SHOP FABRICATED RAILING PANELS

AutoCAD SHX Text CORE DRILL CONC. CURB AND EPOXY RAILING POSTS IN PLACE (HILTI 'HIT-RE 500 V3' OR EQUAL ANCHOR EPOXY)

AutoCAD SHX Text

STONE WALL BATTER

AutoCAD SHX Text CONTINUE UNIAXIAL GEOWEB EXTENDING FROM EAST FACING WALL INTO THIS NORTH FACING RETURN WALL

AutoCAD SHX Text

BURY BOTTOM STONE 6" MIN. BELOW FINISH GRADE

AutoCAD SHX Text

16"X15" CONTINUOUS CONCRETE FOOTING. SEE SPEC SECTION 32 13 00

AutoCAD SHX Text

(4) #4 CONT. HORIZ. PROVIDE 1'-0" OVERLAP AT SPLICES

AutoCAD SHX Text

#4 TIES @ 24" O.C. OVERLAP SPLICE 1'-0"

AutoCAD SHX Text APPLY (2) 1/4" PARALLEL BEADS OF RETAINING WALL BLOCK ADHESIVE BETWEEN STONES, TYP. ENTIRE WALL (LOCTITE PL-500 OR EQUAL)

AutoCAD SHX Text

T.O. WALL ELEVATION VARIES 4'-0" TO 1'-0" - F.V.

AutoCAD SHX Text

RESTORE TURF ACROSS ENTIRE LIMITS OF LANDSCAPE DISTURBANCE

AutoCAD SHX Text

1 1/2" CLEAN LIMESTONE INFILL - NO FINES. COMPACT IN 9" MAX LIFTS

AutoCAD SHX Text COMPACT IN PLACE MATERIAL BENEATH BEARING - MINIMUM 8" DEPTH TO 95% PROCTOR DENSITY.

AutoCAD SHX Text REMOVE EXISTING WOOD POST AND REPLACE WITH 8" DIA. X. 10' TREATED WOOD ROUND POST TO RECEIVE EXG. GATE. BURY 3'-6" BELOW GRADE.

AutoCAD SHX Text 42" GALVANIZED GUARD RAIL. STEP AT FULL POST PANEL AS NECESSARY TO MAINTAIN A 4" MAX. SPACE BETWEEN TOP OF WALL AND BOTTOM PANEL RAIL

AutoCAD SHX Text

LINE OF HISTORIC BARN

AutoCAD SHX Text

PRECAST STEPS - STONE COLOR AND APPEARANCE WITH METAL RAIL

AutoCAD SHX Text

STONE WALL. SEE NOTES IN SPECIFICATIONS AND DETAILS SHEET 4 OF 4

AutoCAD SHX Text \\inpmwroxfilesrv\Redirects\tbentley\Desktop\Travel Temp\TAPR Wall\Drawings\TAPR_3 CONSTRUCTION DTLS.dwg

AutoCAD SHX Text

2/5/2016 10:47:13 AM

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

HISTORIC STONE WALL

AutoCAD SHX Text

RESTORATION

AutoCAD SHX Text

AutoCAD SHX Text 80020

AutoCAD SHX Text

AutoCAD SHX Text

MMM /TLB

AutoCAD SHX Text

TLB

AutoCAD SHX Text

MMM

AutoCAD SHX Text 04/30/2020

AutoCAD SHX Text

TALLGRASS PRAIRIE NATIONAL PRESERVE

AutoCAD SHX Text 227635

AutoCAD SHX Text L03

AutoCAD SHX Text

AutoCAD SHX Text

TYPICAL WALL SECTION - EAST FACING WALL

AutoCAD SHX Text

AutoCAD SHX Text L03

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text

RAILING

AutoCAD SHX Text

AutoCAD SHX Text L03

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TYPICAL WALL SECTION - NORTH FACING WALL

AutoCAD SHX Text

AutoCAD SHX Text L03

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

EAST FACING WALL ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text L03

NO SCALE