B08_Attachment_2_LIHO_Concrete_Curb_Ramps_-_Drawings.pdf

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 CONTRACTING OFFICER AND REPRESENTATIVE, PARK STAFF POINT OF

CONTACT, AND FULLY ACKNOWLEDGE PRIOR TO COMMENCING WORK ON SITE.

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

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

IS LOCATED OUTSIDE THE LINES OR GRADES, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS

PROVIDED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

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

THE CONTRACTORS EXPENSE. PHOTO DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK CONTRACTING OFFICER

REPRESENTATIVE (COR) TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING DAMAGE AS CONSTRUCTION ACTIVITY CAUSED.

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

ARE SPECIFIED IN THE CONTRACT DOCUMENTS.

9. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT IMPLY

TO COVER ALL MEANS AND METHODS OF CONSTRUCTION.

10. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP INDUSTRY STANDARDS FOR EACH RESPECTIVE TRADE.

11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE 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. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE.

16. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND CONSTRUCTION OF THE

PROPOSED WORK.

PROJECT BID LINE ITEMS:

1. BASE BID: PROVIDE ALL REMOVALS AS SHOWN ON THE PLANS AND DETAILS OF

WOOD BOARDWALK AND CONCRETE GRADE BEAMS. PROVIDE AGGREGATE BASE

AND 5" STANDARD CONCRETE WALKS WITH BROOM FINISH PER SPECIFICATIONS

SECTION 321313. PROVIDE AND CONSTRUCT WOOD RETURN CURBING PER

CONSTRUCTION DETAILING.

2. BID ALTERNATE 1: UPGRADE TO PROVIDE INTEGRAL COLORANT TO ALL BASE BID

BROOM FINISHED CONCRETE FOR FULL DEPTH COLORED CONCRETE WITH BROOM

FINISH PER SPECIFICATIONS SECTION 321313.

3. BID ALTERNATE 2: UPGRADE CONCRETE BY INCORPORATING MEREMAC

AGGREGATE WITH THE INTEGRAL COLORANT AND PREPARE AN EXPOSED

AGGREGATE FINISH TO ALL BASE BID CONCRETE PER SPECIFICATIONS SECTION

321313.

AutoCAD SHX Text

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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LINCOLN HOME 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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8TH AND JACKSON STREETS

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SANGAMON

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ILLINOIS

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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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SANGAMON

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ILLINOIS

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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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REGIONAL MAP PROJECT LOCATION

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MWR

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LINCOLN HOME NATIONAL HISTORIC SITE

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CROSSWALK INTERSECTION RAMPS

AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER - GENERAL NOTES COVER - GENERAL NOTES 2 L1 EXISTING CONDITIONS, REMOVALS, AND NEW CONCRETE L1 EXISTING CONDITIONS, REMOVALS, AND NEW CONCRETE EXISTING CONDITIONS, REMOVALS, AND NEW CONCRETE 3 L2 CONSTRUCTION DETAILS L2 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 4 L3 CONSTRUCTION DETAILSL3 CONSTRUCTION DETAILSCONSTRUCTION DETAILS

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SHEET INDEX

AutoCAD SHX Text 9/11/24

0.

+ 99.12+ 98.82 TOC

99.50 G

+ 99.53 TO

C

98.99 G

.54

T O

C

8. 93 G

+ 98.49 FL

+ 99.19CROWN

.6

FL

.2

T O

C

8.

G

98.85 +

99.19 TOC +

98.79 G

99.55 ++ 98.95CROWN

+ 99.23 TOC 98.62 G

+ 98.84

.2

T

O C

. 6

G

+ 99.32

.3

FL

+ 99.10CROWN

+ 98.41 FL

+ 99.37 TO

C

98.73 G

+ 98.96

+ 99.38 TOC

98.84 G

+ 99.95

.5

FL

9.

C R

O W

N 98.65 FL +

+ 100.08

+ 99.77 TOC

99.07 G

9.

T O

C

9.

G

100.46 +

PLAN

SECTION

EXISTING ROAD PROFILE (ASPHALT, BRICK, MISC.)

AutoCAD SHX Text SAWCUT AND REMOVE 6'-0" SEGMENT OF EXISITNG 2X12 WOOD CURB TO RECEIVE NEW CONCRETE RAMP WITH WOOD CURB RETURNS

AutoCAD SHX Text EXISTING 2X12 WOOD CURB - CUT AND REMOVE 6'-0" SEGMENT FOR NEW CONCRETE CURB RAMP.

AutoCAD SHX Text NEW 2X12 WOOD CURB RETURN. ANCHOR WITH PIPE AND BRACKET AT 4'-0" CENTERS MAX. TO MATCH STANDARD EXISTING CURB ANCHOR DETAIL.

AutoCAD SHX Text NEW 5" CONCRETE CURB RAMP - SEE DIVISION 01 SCOPE OF WORK AND SHEET 1 OF THIS SET FOR BASE BID, BID ALTERNATE 1 AND 2 CONCRETE TYPE AND FINISH.

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SLOPE 8.33% (1:12) MAX DN

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NEW 5" CONCRETE CURB RAMP. SLOPE 8.33% (1:12) MAX

AutoCAD SHX Text SCARIFY AND RECOMPACT SOIL TO 8" DEPTH WITHIN ENTIRE LIMITS TO RECEIVE NEW CONCRETE

AutoCAD SHX Text DEMOLITION SHALL CONSIST OF REMOVING EXISTING WOOD BOARDWALK AND SAWCUT AND REMOVE WOOD AND CONCRETE RAILS FOR LENGTH REQUIRED FOR NEW CONCRETE RAMP

AutoCAD SHX Text EXISTING WOOD BOARDWALK AND ASSOCIATED RAIL SYSTEM TO REMAIN BEYOND LIMIT OF NEW CONCRETE CURB RAMP

AutoCAD SHX Text TERMINATE LMITS OF NEW CONCRETE PRIOR TO CONFLICT WITH EXISTING UTILITY INFRASTRUCTURE NOT TO BE RELOCATED AS PART OF THIS WORK. (12" SQUARE ELECTRICAL SERVICE BOX FOR STREET LIGHTING AS FIELD IDENTIFIED SHOWN)

AutoCAD SHX Text TERMINATE LMITS OF NEW CONCRETE PRIOR TO CONFLICT WITH EXISTING UTILITY INFRASTRUCTURE NOT TO BE RELOCATED AS PART OF THIS WORK. (12" SQUARE ELECTRICAL SERVICE BOX FOR STREET LIGHTING AS FIELD IDENTIFIED SHOWN)

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EXISTING TURFGRASS TO BE RESTORED UPON COMPLETION OF CONSTRUCTION ACTIVITY

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EXISTING TURFGRASS TO BE RESTORED UPON COMPLETION OF CONSTRUCTION ACTIVITY

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AVOID DISTRUBANCE TO EXISTING STREET PROFILE AND SURFACING

AutoCAD SHX Text FIELD VERIFY LIMITS OF REQUIRED DEMOLITION, CLOSEST RESPONSIBLE LIMIT NEAR EXISTING INFRASTRUCTURE, AND RESULTNG SLOPE PRIOR TO COMMENCING WORK TO CONFIRM GRADIENTS AND TRANSISTIONS ARE WITHIN US ACCESS BOARD TOLERANCES. DIMENSIONS AS SHOWN ARE BASED ON FIELD ELEVATION SHOTS IN FEBRUARY 2022 AND DIMENSION TAKE OFFS ON SEPTEMBER 2024 AND CONSIDERED BEST AVAILABLE INFORMATION.

AutoCAD SHX Text NEW 2X12 TREATED WOOD CURB RETURN. ANCHOR WITH 1: C 3' MIN PIPE AND BRACKET AT 4'-0" CENTERS MAX. TO MATCH STANDARD EXISTING CURB ANCHOR DETAIL. FIELD VERIFY LENGTH REQUIRED TO RETAIN BARE SOIL ALONG LONGITUDINAL RUN OF RAMP.

AutoCAD SHX Text PROVIDE A SAWCUT EDGE IN EXISTING PAVEMENT TO 5" DEPTH FOR A UNIFORM TRANSITION. CONSTRUCT 1/2" EXPANSION JOINT FILLER AND SEALANT PER SPEC SECTION 32 13 00.

AutoCAD SHX Text PROVIDE A SAWCUT EDGE IN EXISTING PAVEMENT TO 5" DEPTH FOR A UNIFORM TRANSITION. CONSTRUCT 1/2" EXPANSION JOINT FILLER AND SEALANT PER SPEC SECTION 32 13 00.

AutoCAD SHX Text PROVIDE NEW 1" X 3' MIN PIPE ANCHHOR AND BRACKET AT CORNER TRANSITION BETWEEN EXISTIN GAND NRE WOOD CURB

AutoCAD SHX Text PROVIDE NEW 1" X 3' MIN PIPE ANCHHOR AND BRACKET AT CORNER TRANSITION BETWEEN EXISTIN GAND NRE WOOD CURB

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4" AGGREGATE SUBBASE - 1 " 12" MINUS LIMESTONE

AutoCAD SHX Text CONTRACTION JOINT - 1/4" WIDE X 1/4 PAVEMENT DEPTH. FORM BY HAND TOOL OR 1/4" BEVELED DIAMOND BLADE SAWCUT

AutoCAD SHX Text 5" INTEGRAL COLORED CONCRETE WITH EXPOSED AGGREGATE FINISH PER SPEC. SECTION 32 13 13

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COMPACTED SUBGRADE

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SCARIFY AND COMPACT UPPER 8" OF SOIL

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4" AGGREGATE SUBBASE - 1 " 12" MINUS LIMESTONE

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RAMP WALK DETAILS

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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 9-11-24

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TLB

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ACCESSIBLE CURB RAMPS SPRINGFIELD, ILLINOIS

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1. THE WOOD CURB RETURNS AS SHOWN ON THE PLANS AND DETAIL SHALL BE FULL SAWN 2X12 TREATED OAK AS PROVIDED BY PAWNEE LUMBER & HARDWARE COMPANY, PAWNEE, ILL. (217)625-2771. 2. THE CONTRACTOR IS NOT REQUIRED TO OBTAIN THE MATERIAL FROM PAWNEE LUMBER AND IS PROVIDED ONLY AS A BASIS OF DESIGN PRODUCT THAT MUST BE MET IN QUALITY AND TYPE OF TREATMENT. PROVIDER IS FOR CONTRACTOR CONVENIENCE AND COMPARATIVE PRODUCT TO BE PROVIDED.

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WOOD FULL SAWN CURB RETURNS:

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CORNEAU HOUSE NORTH RAMP WALK LOCATION

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NO SCALE

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TYPICAL CONCRETE JOINT DETAIL

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NO SCALE

SECTION

PLAN