A2_-_MACA_229870-258616-258617_-_FINAL_CDS.pdf

Chris Parker

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

CONTRACT LINE ITEMS (CLINS):

CLIN 1 (BASE BID 1) - RUINS OF KARNAK

CLIN 2 (BASE BID 2) - RIVER HALL

CLIN 3 (BID OPTION 1) - RAFINESQUE AVENUE

MACA 229870-258617-258616 - Final CDs MACA 229870-258617-258616 - Final CDs SHEET SUB SHEET TITLE OF SHEET CLINs SHEET SUB SHEET TITLE OF SHEET CLINs

01 COVER COVER SHEET 1, 2, 3 40 C5.5 LINE & CURVE TABLES (RAFINESQUE AVENUE) 3

02 G1 SHEET INDEX 1, 2, 3 41 C5.6 LINE & CURVE TABLES (RAFINESQUE AVENUE) 3

03 G2 GENERAL NOTES & ABBREVIATIONS 1, 2, 3 42 C6.1 CROSS SECTION - PLAN (RAFINESQUE AVENUE) 3

04 G3 STAGING PLAN (BONE YARD) 1, 2, 3 43 C6.2 CROSS SECTION (RAFINESQUE AVENUE) 3

05 G4 STAGING PLAN (HOTEL PARKING LOT) 1, 2, 3 44 C6.3 CROSS SECTION (RAFINESQUE AVENUE) 3

06 G5 KEY SHEET 1, 2, 3 45 C6.4 CROSS SECTION - PLAN (RUINS OF KARNAK) 1

07 G6 CONTRACTOR ACCESS LIMITATIONS 1, 2, 3 46 C6.5 CROSS SECTION (RUINS OF KARNAK) 1

08 C0.01 CAVE ACCESS PLAN (HISTORIC ENTRANCE) 1, 2, 3 47 C6.6 CROSS SECTION (RUINS OF KARNAK) 1

09 C0.02 CAVE ACCESS PLAN (HISTORIC ENTRANCE) 1, 2, 3 48 C6.7 CROSS SECTION (RUINS OF KARNAK) 1

10 C0.03 CAVE ACCESS PLAN (ROTUNDA) 1, 2, 3 49 C6.8 CROSS SECTION (RUINS OF KARNAK) 1

11 C0.04 CAVE ACCESS PLAN (AUDUBON AVENUE) 1, 2, 3 50 C6.9 CROSS SECTION - PLAN (RIVER HALL) 2

12 C0.05 CAVE ACCESS PLAN (RAFINESQUE AVENUE) 1, 2, 3 51 C6.10 CROSS SECTION (RIVER HALL) 2

13 C0.06 CAVE ACCESS PLAN (RAFINESQUE AVENUE) 1, 2, 3 52 C6.11 CROSS SECTION (RIVER HALL) 2

14 C0.07 CAVE ACCESS PLAN (LITTLE BAT AVENUE) 1, 2, 3 53 C6.12 CROSS SECTION (RIVER HALL) 2

15 C0.08 CAVE ACCESS PLAN (LITTLE BAT AVENUE) 1, 2, 3 54 C7.1 PROFILES (RAFINESQUE AVENUE) 3

16 C0.09 CAVE ACCESS PLAN (LEOPARD'S ARCH) 1, 2, 3 55 C7.2 PROFILES - LEFT LINT GUARD PROFILES (RAFINESQUE AVENUE) 3

17 C0.10 CAVE ACCESS PLAN (SPARKS AVENUE) 1, 2, 3 56 C7.3 PROFILES - RIGHT LINT GUARD PROFILES (RAFINESQUE AVENUE) 3

18 C0.11 CAVE ACCESS PLAN (RIVER HALL) 1, 2, 3 57 C8.1 SITE DETAILS 1, 2, 3

19 C0.12 CAVE ACCESS PLAN (GREAT RELIEF HALL) 1, 2, 3 58 C8.2 SITE DETAILS 1, 2, 3

20 C1.1 EXISTING CONDITIONS PLAN (RAFINESQUE AVENUE) 3 59 C8.3 SITE DETAILS 1, 2, 3

21 C1.2 EXISTING CONDITIONS PLAN (RAFINESQUE AVENUE) 3 60 C8.4 SITE DETAILS 1, 2, 3

22 C1.3 EXISTING CONDITIONS PLAN (RUINS OF KARNAK) 1 61 S0.0 STRUCTURAL GENERAL NOTES 1, 2, 3

23 C1.4 EXISTING CONDITIONS PLAN (RIVER HALL) 2 62 S1.0 RIVER HALL PLATFORM FRAMING PLAN 2

24 C2.1 DEMOLITION PLAN (RAFINESQUE AVENUE) 3 63 S1.1 RIVER HALL COL BRACING ELEVS 2

25 C2.2 DEMOLITION PLAN (RAFINESQUE AVENUE) 3 64 S2.0 RUINS OF KARNAK PLATFORM FRAMING PLAN 1

26 C2.3 DEMOLITION PLAN (RUINS OF KARNAK) 1 65 S2.1 RUINS OF KARNAK PLATFORM COL BRACING 1

27 C2.4 DEMOLITION PLAN (RIVER HALL) 2 66 S2.2 RUINS OF KARNAK EXIST CONDITION PICTURES 1

28 C3.1 FINISH MATERIALS PLAN (RAFINESQUE AVENUE) 3 67 S3.0 RAFINESQUE HALL LINT GUARD DETAILS, CONC SLAB 3

29 C3.2 FINISH MATERIALS PLAN (RAFINESQUE AVENUE) 3 68 S4.0 RIVER HALL AND RUINS OF KARNAK TYPICAL DETAILS 1, 2

30 C3.3 FINISH MATERIALS PLAN (RUINS OF KARNAK) 1 69 S4.1 RIVER HALL AND RUINS OF KARNAK TYPICAL STAIR DETAILS 1, 2

31 C3.4 FINISH MATERIALS PLAN (RIVER HALL) 2 70 E2.00 TEMPORARY CONSTRUCTION POWER REQUIREMENTS 1, 2, 3

32 C4.1 GRADING PLAN (RAFINESQUE AVENUE) 3 71 E2.01 TEMPORARY CONSTRUCTION POWER REQUIREMENTS 1, 2, 3

33 C4.2 GRADING PLAN (RAFINESQUE AVENUE) 3 72 E2.02 TEMPORARY CONSTRUCTION POWER REQUIREMENTS 1, 2, 3

34 C4.3 GRADING PLAN (RUINS OF KARNAK) 1 73 E3.00 LIGHTING DEMO AND NEW WORK 1, 2, 3

35 C4.4 GRADING PLAN (RIVER HALL) 2 74 E3.01 LIGHTING DEMO AND NEW WORK 2

36 C5.1 LAYOUT PLAN (RAFINESQUE AVENUE) 3 75 E3.02 LIGHTING DEMO AND NEW WORK 1

37 C5.2 LAYOUT PLAN (RAFINESQUE AVENUE) 3 76 E3.03 LIGHTING DEMO AND NEW WORK 3

38 C5.3 LAYOUT PLAN & LINE & CURVE TABLE (RUINS OF KARNAK) 1 77 E3.04 LIGHTING DEMO AND NEW WORK 1

39 C5.4 LAYOUT PLAN & LINE & CURVE TABLE (RIVER HALL) 2

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

ABBREVIATION LIST

ADJ. ADJACENT

BS BOTTOM OF STEPS

℄ CENTERLINE

CONC. CONCRETE

Ø, DIA. DIAMETER

DRAIN. DRAINAGE

FRP FIBER REINFORCED

PLASTIC

EL., ELEV. ELEVATION

EOP EDGE OF PAVEMENT

EX., EXIS. EXISTING

F.F. FINISH FLOOR

F.G. FINISH GRADE

L LENGTH

MAX. MAXIMUM

MEG MEET EXISTING GRADE

MIN. MINIMUM

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PR. PROPOSED

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

R.P. RADIUS POINT

SCH SCHEDULE

STA. STATION

TBR TO BE REMOVED

TS TOP OF STEPS

typ TYPICAL

VAR. VARIED, VARIES

GENERAL SYMBOLS

DRAWING DESIGNATION

SECTION

WHEN SECTION IS

SHOWN ON SAME SHEET

SHEET SHOWN ON

DRAWING DESIGNATION

DETAIL KEY

A2A1

SHEET TAKEN FROM

SHEET TAKEN FROM

A1 A2

DRAWING DESIGNATION

SHEET SHOWN ON

SHOWN ON SAME SHEET

WHEN SECTION IS

DRAWING DESIGNATION

A2

A2

GENERAL NOTES

1. ACCESS TO THE HISTORIC TOUR CAVE SEGMENT IS THROUGH THE HISTORIC ENTRANCE ONLY.

CONTRACTOR MAY USE THE VENTILATION SHAFT LOCATED ADJACENT TO THE ACCESS ROAD FOR

REMOVING DEMOLITION MATERIALS AS WELL AS TRANSPORTING PROPOSED MATERIALS. VENTILATION SHAFT MUST BE ATTENDED AT ALL TIMES IT IS OPEN TO PREVENT PEOPLE FROM FALLING IN AND SHOULD BE CLOSED IF NOT ATTENDED. USE OF THE VENTILATION SHAFT SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

2. SEE SPECIFICATION SECTION 011100 FOR WORK RESTRICTIONS.

3. CONFINE ALL OPERATIONS TO THE LIMITS OF CONSTRUCTION FOR THE PROJECT. LIMITS OF CONSTRUCTION SHALL BE EDGE OF EXISTING TRAIL WITHIN THE PROJECT AREA. PREVENT DAMAGE TO THE CAVE AND ITS ENVIRONS. THE CAVE CONTAINS SENSITIVE NATURAL AND CULTURAL RESOURCES THAT MUST BE PROTECTED. THE CONTRACTOR SHALL PREPARE AND SUBMIT A PLAN OUTLINING HIS/HER STEPS FOR ENSURING PROTECTION OF THE CAVE (INCLUDING WALLS & CEILING) DURING SELECTIVE

DEMOLITION AS WELL AS THE DELIVERY, STORAGE AND INSTALLATION OF THE CONSTRUCTION

MATERIALS. DEFACING NATIONAL MONUMENT INCLUDING WRITING ON THE CAVE WALLS IS A FELONY

OFFENSE.

4. THE CAVE WALLS ARE HIGHLY IRREGULAR IN CROSS SECTIONAL SHAPE. FIELD VERIFY ALL DIMENSIONS AND CRITICAL PATHWAY CLEARANCES FOR TRANSPORTING MATERIAL COMPONENTS THROUGH THE CAVE

PASSAGEWAYS TO THE JOB SITE PRIOR TO BEGINNING FABRICATION.

5. ALL EXISTING DATA SHOWN IS BASED UPON THE AVAILABLE INFORMATION.

6. ALL DIMENSIONS SHOWN ON PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. IN THE EVENT OF ANY APPARENT DISCREPANCIES, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

7. IN DELIVERY OF MATERIALS TO THE SITE AND IN REMOVAL OF DEMOLITION MATERIALS, THE CONTRACTOR

SHALL ENSURE THAT WORKERS STAY ON THE DESIGNATED SECTIONS OF THE CAVE TRAIL.

8. WALKWAYS FROM HISTORIC ENTRANCE TO ROTUNDA AND THRU AUDUBON AVENUE HAVE BEEN PAVED WITH CONCRETE PAVERS. THESE PAVERS ARE NOT DESIGNED TO CARRY HEAVY LOADS ASSOCIATED

WITH CONSTRUCTION EQUIPMENT THAT THE CONTRACTOR MAY WISH TO USE IN HIS MATERIAL

DELIVERIES. IF THE CONTRACTOR CHOOSES TO USE SUCH VEHICLES, HE/SHE SHALL IMPLEMENT APPROPRIATE PROTECTIVE MEASURES TO PROTECT THE PAVERS. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS. ANY DAMAGE TO THE PAVERS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT. EXISTING HISTORIC CONCRETE STEPS SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. EXISTING HANDRAILS AND LINT CURBS SHALL ALSO BE

PROTECTED AND REPAIRED AT CONTRACTOR'S EXPENSE IF DAMAGED.

9. CONTRACTOR SHALL TAKE EXTRA CARE TO NOT DAMAGE EXISTING GRASS PAVERS, EXPOSED

AGGREGATE CONCRETE AND ASPHALT FROM PARKING LOT TO THE HISTORIC ENTRANCE. CONTRACTOR SHALL BE RESPONSIBLE REPAIR THE DAMAGED AREAS AT NO ADDITIONAL TIME OR COST TO THE

GOVERNMENT.

10. WELDING/CUTTING WILL REQUIRE WRITTEN APPROVAL ON A CASE BY CASE BASIS FROM THE CONTRACTING OFFICER. NOTIFY THE CONTRACTING OFFICER OF ANY FOUND CONDITIONS POSSIBLY

REQUIRING WELDING OR TORCH CUTTING NECESSARY TO COMPLETE DEMOLITION OR NEW

CONSTRUCTION.

11. ALL DEBRIS RESULTING FROM DEMOLITION EFFORTS OR CONSTRUCTION WASTE SHALL BE REMOVED

FROM THE PARK ON A DAILY BASIS.

12. TOBACCO PRODUCTS (INCLUDING ELECTRONIC CIGARETTES, NICOTINE POUCHES, SNUFF, ZINS AND CHEWING TOBACCO) ARE PROHIBITED WITHIN THE CONSTRUCTION ZONE AND IN THE CAVE. ANY MEMBER OF THE CONTRACTOR'S STAFF CAUGHT USING TOBACCO PRODUCTS WILL BE IMMEDIATELY REMOVED FROM THE SITE. IT IS UP TO THE CONTRACTOR TO ENSURE COMPLIANCE WITH THIS REQUIREMENT.

13. TOBACCO PRODUCTS MUST BE PROPERLY DISPOSED OF WHEN USED OUTSIDE OF THE CONSTRUCTION ZONE. DISPOSING OF CIGARETTE BUTTS ON THE GROUND AND/OR SPITTING CHEWING TOBACCO OR NICOTINE POUCHES ONTO THE GROUND WILL BE CONSIDERED LITTERING. THE OFFENDING PERSON WILL

BE TICKETED BY LAW ENFORCEMENT AND REMOVED FROM THE SITE.

14. FABRICATION AND ERECTION DETAILS SHALL BE BOLTED CONNECTIONS.

15. FIELD CONDITIONS MAY REQUIRE SITE SPECIFIC FIELD BENDING AND ON-SITE FABRICATION OF SOME

COMPONENTS.

16. CONTRACTING OFFICER WILL DESIGNATE AREAS THAT MAY BE USED TO STORE CONSTRUCTION MATERIALS. DO NOT PLACE MATERIALS IN ANY OTHER AREA WITHOUT THE CONTRACTING OFFICER'S PRIOR APPROVAL. DESIGNATED AREA SHALL BE APPROXIMATELY 3,000 SQUARE FEET, CONTRACTOR

SHALL COORDINATE THE FINAL CONFIGURATION WITH THE CONTRACTING OFFICER.

17. ENCLOSE THE IMMEDIATE CONSTRUCTION AREAS WITH PLASTIC BARRIERS TO PREVENT THE MIGRATION OF DUST AND DEBRIS INTO THE ADJOINING CAVE PASSAGES. ALL WASTE MATERIALS, INCLUDING METAL SHAVINGS AND DUST, FROM DRILLING, SAWING, ETC. MUST BE COLLECTED AND PROPERLY DISPOSED OF OUTSIDE THE PARK. CONSTRUCT CONTAINMENT ENCLOSURES AND USE SHEETING AS NECESSARY TO PROTECT WALLS AND CAVE FLOOR. ATTACHING DUST MITIGATION ENCLOSURES TO THE CAVE WALLS OR CEILINGS IS PROHIBITED. PRIOR TO CONSTRUCTION OF CONTAINMENT ENCLOSURES, CONTRACTOR

SHALL SUBMIT CONTAINMENT PLAN FOR APPROVAL BY CONTRACTING OFFICER.

18. NO INTERNAL COMBUSTION ENGINE EQUIPMENT WILL BE ALLOWED INSIDE THE CAVE. ELECTRIC CARTS (AND PROPANE POWERED EQUIPMENT, ON A LIMITED BASIS) MAY BE USED FOR DEMOLISHED MATERIAL REMOVAL OR NEW MATERIAL DELIVERY, HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING FACILITIES. CART BATTERIES SHALL BE PROPERLY MAINTAINED AND CHARGED OUTDOORS. ACID NEUTRALIZER SHALL BE PLACED ON THE CART TO ENSURE TIMELY ACTION TO REDUCE

SPILLAGE ISSUES.

19. VENTILATION SHAFT CAN BE USED BY THE CONTRACTOR TO LOWER MATERIALS INTO THE CAVE.

CONTRACTOR SHALL COORDINATE WITH CO REGARDING WHEN VENTILATION SHAFT CAN BE USED. THE VENTILATION SHAFT SHALL ONLY BE OPEN DURING THOSE PERIODS WHEN THE SHAFT IS BEING USED BY THE CONTRACTOR. ON A DAILY BASIS, SHAFT CAN BE OPENED AT THE BEGINNING OF THE DAY AND WILL BE CLOSED AT THE END OF THE DAY. IF THE CONTRACTOR IS NOT GOING TO USE THE SHAFT FOR A PERIOD OF MORE THAN TWO HOURS, THE COVER SHALL BE PLACED ON THE SHAFT. CONTRACTOR SHALL NOT DAMAGE THE CAVE WALLS WHILE LOWERING MATERIAL TO THE CAVE USING THE VENTILATION SHAFT. IF NECESSARY TO ACCOMMODATE WORK, THE CONTRACTOR MAY REMOVE THE LINT GUARD AT THE BOTTOM OF THE SHAFT AND REPLACE WHEN FINISHED. CONTRACTOR SHALL COORDINATE THE

REMOVAL OF THE LINT GUARD WITH THE CONTRACTING OFFICER.

20. IN EVENT OF AN EMERGENCY (CONTRACTOR OR PUBLIC) CONTRACTOR SHALL REMOVE ANY EQUIPMENT LOCATED ADJACENT TO THE VENTILATION SHAFT ABOVE GROUND TO ALLOW PROPER PERSONNEL AND

VEHICLES TO ACCESS THE HISTORIC ENTRANCE.

21. VENTILATION SHAFT IS LARGE ENOUGH TO ACCOMMODATE 4'X4' PALLETS HOWEVER, IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY THE SIZE OF THE AIR SHAFT AND USE APPROPRIATE EQUIPMENT TO LOWER

MATERIALS INTO THE CAVE.

22. THE CONTRACTOR SHALL CLEAN THEIR FOOTWEAR (BOOTS) EVERY TIME THEY ENTER AND LEAVE THE CAVE. ALL MEMBERS OF THE CONTRACTOR'S CREW AND/OR SUB-CONTRACTORS WILL BE REQUIRED TO SIGN A DOCUMENT STATING THEY WILL CLEAN THEIR FOOTWEAR BEFORE ENTERING ANY OTHER CAVE.

CONTRACTOR SHALL ALSO DECONTAMINATE ANY EQUIPMENT BROUGHT OUT OF THE CAVE PER THE PARK

WHITE-NOSE SYNDROME RESPONSE PLAN

(https://www.whitenosesyndrome.org/sites/default/files/http___www.nps_.gov_maca_parkmgmt_loader.pdf).

23. IN ORDER TO TRACK RADON EXPOSURE, THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A DAILY LOG

THAT WILL BE SUBMITTED MONTHLY DOCUMENTING THE TIME THE CONTRACTOR AND THE

SUB-CONTRACTOR EMPLOYEES ARE IN THE CAVE.

24. PRIOR TO THE START OF THE PROJECT, THE PARK (MACA) SHALL BE RESPONSIBLE FOR RELOCATING

EXISTING POWER CABLES, LIGHTING CIRCUITS, LIGHTING FIXTURES, CONTROL CIRCUITS,

COMMUNICATION CIRCUITS, JUNCTION BOXES AND OTHER ELECTRICAL COMPONENTS SO THAT IT DOES NOT INTERFERE WITH THE CAVE TRAIL CONSTRUCTION WORK OF THE CONTRACTOR. CONTRACTOR

SHALL PROVIDE MINIMUM 48 HOURS NOTICE TO PARK.

25. IF CABLES NEED TO BE DE-ENERGIZED, THE PARK (MACA) WILL BE RESPONSIBLE FOR DE-ENERGIZING ANY AND ALL ELECTRICAL POWER CIRCUITS THAT THE CONTRACTOR MAY OR WILL BE WORKING IN CLOSE PROXIMITY TO. CONTRACTOR SHALL VERIFY WITH THE PARK (MACA) THAT THE ELECTRICAL POWER CIRCUITS THAT THE CONTRACTOR MAY OR WILL BE WORKING IN CLOSE PROXIMITY TO HAVE BEEN DE-ENERGIZED PRIOR TO BEGINNING WORK. CONTRACTOR SHALL PROVIDE MINIMUM 48 HOURS NOTICE

TO PARK.

26. THE CONTRACTOR SHALL BE AWARE OF THE POSSIBILITY THAT THERE MAY BE EXISTING BURIED ELECTRICAL AND/OR COMMUNICATION CABLES AT VERY SHALLOW DEPTHS OR LAID ON THE SURFACE

AND COVERED WITH LOOSELY PLACED STONES.

27. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND PARK STAFF TO DETERMINE ADDITIONAL CONSTRUCTION STAGING AREAS WITHIN THE CAVE.

28. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING POWER CABLES, LIGHTING CIRCUITS, LIGHTING FIXTURES, CONTROL CIRCUITS, COMMUNICATION CIRCUITS, JUNCTION BOXES AND OTHER ELECTRICAL COMPONENTS.

29. THE CONTRACTOR SHALL EITHER AVOID OR WORK CAREFULLY AROUND ITEMS SUCH AS EXISTING ELECTRICAL UTILITIES, COMMUNICATION CIRCUITRY, LIGHTING FIXTURES AND OTHER ELECTRICAL

COMPONENTS OR COVER AND PROTECT SUCH ITEMS FROM DISTURBANCE AND/OR DAMAGE.

30. MINOR TRAIL ADJUSTMENTS MAY BE MADE TO AVOID UTILITY CONFLICTS AS DIRECTED BY THE CO AND

PARK STAFF AT NO ADDITIONAL COST TO THE GOVERNMENT.

31. IN THE EVENT THAT CABLING OR OTHER ELECTRICAL COMPONENTS ARE UNCOVERED OR EXPOSED WHICH NEED TO BE MOVED IN ORDER TO CONTINUED TRAIL CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IMMEDIATELY TO ARRANGE FOR THE PARK (MACA) TO HAVE THE

ITEMS RELOCATED.

32. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE PARK (MACA) AND THE PARK'S DESIGNATED ELECTRICAL CONTRACTOR, IF ANY, TO EXPEDITE THE REQUIRED ELECTRICAL WORK BY THE

PARK (MACA).

33. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION OF THE UTILITY CHASES ALONG THE TRAIL

AT LOCATIONS INDICATED ON THE PLANS AND PER THE UTILITY CHASE DETAILS.

34. UPON CONSTRUCTION OF THE UTILITY CHASES, THE CONTRACTOR SHALL NOTIFY THE PARK (MACA) FOR REPLACEMENT/REINSTALLATION OF ELECTRICAL AND COMMUNICATION CABLING, LIGHTS AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BEFORE INSTALLATION OF OTHER TRAIL IMPROVEMENTS.

35. WHEN USING A SELF PROPELLED VEHICLE WITHIN THE CAVE, THE CONTRACTOR SHALL COVER THE PAVERS & CONCRETE WITH 3/4 INCH THICK RUBBERIZED INTERLOCKING MATTING BEFORE BEGINNING WORK, AND REMOVE IT AT THE CONCLUSION OF THE PROJECT. SELF PROPELLED VEHICLE SHALL BE BATTERY POWERED. CART BATTERIES SHALL BE PROPERLY MAINTAINED AND CHARGED OUTDOORS. ACID NEUTRALIZER SHALL BE PLACED ON THE CART TO ENSURE TIMELY ACTION TO REDUCE SPILLAGE ISSUES.

36. REFER TO SPECIFICATION SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS FOR ADDITIONAL

INFORMATION FOR USING RESTROOM WITHIN THE CAVE AT GREAT RELIEF HALL.

37. CONTRACTOR IS RESPONSIBLE FOR NOT LEAVING DOORS OPEN, UNLOCKED AND UNATTENDED AT ANY TIME. CONTRACT SHALL SUBMIT CAVE SECURITY PLAN TO CONTRACTING OFFICER FOR REVIEW AND

APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

38. CONTRACTOR SHALL NOT REMOVE HISTORIC 'GARBAGE' AND NOT REMOVE MATERIAL THAT IS NOT A

RESULT OF THEIR CONSTRUCTION ACTIVITIES.

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

APPROXIMATE LOCATION FOR

CONTRACTOR TRAILER

CONTRACTOR

STORAGE

LOCATION

(FINAL

LOCATION TO

BE DETERMINED

BY CO)

FACILITY

MANAGEMENT

OFFICEFIRE STATION ROAD

SEE CALLOUT ABOVE

VISITOR

CENTER

MAINTENANCE ROAD

GREEN RIVER

MAMMOTH CAVE PARKWAY

TOP OF HISTORIC

ENTRANCE STEPS

FERRY ROAD

SEE CALLOUT ABOVE

HOTEL

SEE SHEET G4

ASPHALT

(SEE NOTE 7)

GRASS PAVERS

(SEE NOTE 7)

EXPOSED AGGREGATE

(SEE NOTE 7)

APPROXIMATE

LOCATION OF TOP OF

HISTORIC ENTRANCE

(SEE NOTE 5)

ASPHALT

GATE

ONGOING PARKING LOT

IMPROVEMENT PROJECT (TYP.)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

0 100 200 400Feet

SEE

NOTE 4

FHFH

VISITOR

CENTER

HOTEL

APPROXIMATE

LOCATION OF THE AIR

SHAFT (SEE NOTE 2)

ASPHALT

(SEE NOTE 7)

GRASS PAVERS

(SEE NOTE 7)

EXPOSED AGGREGATE

(SEE NOTE 7)

APPROXIMATE

LOCATION OF TOP OF

HISTORIC ENTRANCE

(SEE NOTE 5)

ASPHALT

GATE

ONGOING PARKING LOT

IMPROVEMENT PROJECT (TYP.)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. CONTRACTOR TO RECEIVE APPROVAL FROM THE CONTRACTING OFFICER (CO)

AND/OR PARK POINT OF CONTACT REGARDING AVAILABILITY STAGING AREA

NEAR HISTORIC ENTRANCE.

2. AIR SHAFT CAN BE USED BY THE CONTRACTOR TO LOWER MATERIALS INTO

THE CAVE. CONTRACTOR SHALL COORDINATE WITH CO REGARDING WHEN

VENTILATION SHAFT CAN BE USED. ON A DAILY BASIS, SHAFT CAN BE OPENED

AT THE BEGINNING OF THE DAY AND WILL BE CLOSED AT THE END OF THE DAY.

IF THE CONTRACTOR IS NOT GOING TO USE THE SHAFT FOR A PERIOD OF

MORE THAN TWO HOURS, THE COVER SHALL BE PLACED ON THE SHAFT.

ORANGE SAFETY FENCE SHALL BE PLACED AROUND THE SHAFT DURING

CONSTRUCTION.

3. REGULAR WORKING HOURS SHALL BE 7 AM - 6 PM MONDAY THRU FRIDAY. ANY

WORK DURING NON-STANDARD WORKING HOURS SHALL BE APPROVED BY

THE CO.

4. LONG TERM STORAGE OF MATERIALS AND CONTRACTOR'S TRAILER SHALL BE

LOCATED IN THE BONE YARD NEAR THE FACILITY MANAGEMENT OFFICE

(LOCATED APPROXIMATELY 1.5 MILES FROM THE HISTORIC ENTRANCE).

CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF THE STAGING

AREA. CONTRACTOR SHALL TRANSPORT MATERIALS FROM THE BONE YARD

TO THE HISTORIC ENTRANCE ON DAILY BASIS.

5. CONTRACTOR CAN USE SMALL AREA (APPROXIMATELY 40'X40') ADJACENT TO

THE HISTORIC ENTRANCE FOR TEMPORARY STORAGE. BECAUSE OF THE

SMALL AREA, THE AREA WILL BE LIMITED TO THE MATERIAL THAT IS NEEDED

FOR THE IMMEDIATE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING PUBLIC ACCESS ON THE HISTORIC TRAIL ROAD DURING TOUR

HOURS.

6. CONTRACTOR SHALL COORDINATE WITH POTENTIAL ONGOING

CONSTRUCTION AT THE HOTEL.

7. CONTRACTOR SHALL TAKE EXTRA CARE TO NOT DAMAGE EXISTING GRASS

PAVERS, EXPOSED AGGREGATE CONCRETE AND ASPHALT PAVEMENT

THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING THE DAMAGED AREAS AT NO ADDITIONAL TIME OR COST TO THE

GOVERNMENT.

Notes

0 30 60 120 Feet

C0.02 C0.03

C0.08

C0.07

C0.04

C0.05 C1.1 C2.1 C3.1 C4.1 C5.1

C0.06 C1.2 C2.2 C3.2 C4.2 C5.2

C0.01

Methodist Church

Corkscrew

Rafinesque Hall

To Historic

Entrance

Lookout Mountain

Bunker Hill

Air Shaft

Audubon Avenue

Rotunda

Little Bat

Avenue

Mammoth Dome

RUINS OF KARNAK

C1.3 C2.3 C3.3 C4.3 C5.3

Audubon Avenue

SIGN

BENC

H

C0.11

C0.10

C0.09

River Hall

Sparks Avenue

Leopard's Arch

Fat Man's Misery

Restrooms

Mammoth Dome

C1.4 C2.4 C3.4 C4.4 C5.4

C0.12

Great Relief Hall

RUINS OF

KARNAK

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

UPPER HISTORIC LOWER HISTORIC

0 50 100 200 Feet

SIGN

BENCH

Methodist Church

River Hall

Sparks Avenue

Leopard's Arch

Fat Man's Misery

Restrooms

Rafinesque Hall

Broadway

Historic Entrance

Lookout Mountain

Bunker Hill

Air Shaft

Audubon Avenue

Rotunda

Little Bat Avenue

Mammoth Dome

Great Relief Hall

Audubon Avenue

Ruins of Karnak

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. PARK HAS PRIMARY USE: PARK HAS FULL USE OF THE SITE DURING DAY

TIME WORKING HOURS, CONTRACTOR CAN USE THE SITE IN THE EVENINGS

TO TRANSFER MATERIALS. CONTRACTOR CANNOT SET UP ANY

TEMPORARY STRUCTURES TO MOVE MATERIALS SUCH AS ZIP LINES

BETWEEN HISTORIC ENTRANCE TO BEGINNING OF LITTLE BAT AVENUE.

2. CONTRACTOR TO HAVE FULL USE. TOURS WILL NOT BE ALLOWED

THROUGH THIS SECTION OF THE CAVE DURING THIS TIME.

3. PARK HAS FULL USE OF THE SITE. HISTORIC TRAIL TOUR MUST PASS

THROUGH RUINS OF KARNAK BETWEEN THESE DATES. CONSTRUCTION

ACTIVITIES MUST STOP.

4. CONTRACTOR SHALL ENSURE TOURS CAN PASS THROUGH THE RIVER HALL

DURING THIS PERIOD. CONTRACTOR CAN CONTINUE WORKING ON THE

PROPOSED PLATFORM, HOWEVER SUFFICIENT ROOM SHALL BE PROVIDED

FOR TOURS TO PASS THROUGH. CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER.

5. SEE SPECIFICATION SECTION 011100 - SUMMARY OF WORK FOR

ADDITIONAL INFORMATION.

NotesContractor Access Limitations

SEPTEMBER 8, 2026

TO NOVEMBER 19, 2026

HISTORIC

ENTRANCE

LITTLE BAT

AVENUE &

AUDUBON

AVENUE

RUINS OF

KARNAK

RIVER HALL

NOVEMBER 20, 2026 TO

DECEMBER 31, 2026

JANUARY 1, 2027 TO

MARCH 31, 2027

RAFINESQUE

AVENUE

(PAST THE

GATE)

APRIL 1, 2027 TO

APRIL 30, 2027

(SPRING BREAK)

MAY 1, 2027 TO

MAY 27, 2027

0 30 60 120 Feet

NOTE: EXACT DATES MAY VARY. FINAL DATES TO BE CONFIRMED WITH THE CONTRACTING OFFICER

AND PARK PRIOR TO BEGINNING CONSTRUCTION.

M A

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

To Historic Entrance

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

TIMBER LINT

GUARD TO REMAIN

TIMBER LINT GUARD

& HANDRAIL TO REMAIN

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING

ON DIRT TRAIL. TRIM

AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

MAIN ENTRANCE

DOOR DIMENSIONS

78" CLEAR HEIGHT

66" CLEAR WIDTH

100" DIAGONAL

SEE PHOTOS 1 & 2

SEE NOTE 6

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER AND PARK STAFF TO DETERMINE ADDITIONAL

CONSTRUCTION STAGING AREAS WITHIN THE CAVE.

6. CONTRACTOR IS RESPONSIBLE FOR NOT LEAVING DOORS OPEN, UNLOCKED

AND UNATTENDED AT ANY TIME. CONTRACT SHALL COORDINATE WITH CAVE

TOUR OPERATIONS AND ACCESS.

Notes

0 5 10 20 Feet

PHOTO 1: MAIN ENTRANCE DOOR OPEN PHOTO 2: MAIN ENTRANCE DOOR CLOSED

TC

H

T O

S H

E E

T C

0.

M A

TC

H

T O

S H

E E

T C

0.

MATCH TO SHEET C0.02

MATCH TO SHEET C0.03

Air Shaft

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

TIMBER LINT

GUARDS TO REMAIN

TIMBER LINT GUARDS

& HANDRAIL TO REMAIN

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

STAGING AREAS WITHIN THE CAVE.

MATCH TO SHEET C0.02

MATCH TO SHEET C0.03

MATCH TO SHEET C0.03

MATCH TO SHEET C0.04

Rotunda

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

NO CONTRACTOR

ACCESS BEYOND

THIS POINT

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

MATCH T

O S

HEET C

0.0

MATCH T

O S

HEET C

0.0

M A

TC

H

TO

S

H E

E T C

0.03

M A

TC

H

TO

S

H E

E T C

0.04

Audubon Avenue

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

STAGING AREAS WITHIN THE CAVE.

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

Rafinesque Avenue

MATCH TO SHEET C0.05

MATCH TO SHEET C0.07

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

CAVE DIRT TRAIL

EXISTING GATE:

63.5" WIDE

42" TALL

WAYSIDE EXHIBITS (TYP)

EXISTING

GATE

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

STAGING AREAS WITHIN THE CAVE.

SIGN

BENCH

M A

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

Rafinesque Hall

Lookout Mountain

Bunker Hill

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

CAVE DIRT TRAIL

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

0 5 10 20 Feet

1. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

T C

H S

H E

E T

C 0.

M

A T

C H

S H

E E

T C

0.

MATCH TO SHEET C0.07

MATCH TO SHEET C0.08

Little Bat Avenue

M A

T C

H T

O S

H E

E T

C 0.05

M A

T C

H T

O S

H E

E T

C 0.07

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING CONCRETE.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

TIMBER LINT

GUARD TO

REMAIN (TYP.)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO

MOUNTING TO WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL

PROTECTION PLAN FOR REVIEW AND APPROVAL (LOCATION AND ADEQUACY)

PRIOR TO PRIOR TO MOVING MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

T C

H S

H E

E T

C 0.

M

A T

C H

S H

E E

T C

0.

MATCH TO SHEET C0.08

MATCH TO SHEET C0.09

M am m oth

Little Bat Avenue

Mammoth Dome

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING CONCRETE.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

EXISTING FRP STEPS

AND PLATFORMS TO

REMAIN/PROTECTED

DURING CONSTRUCTION

(SEE NOTE 3)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING CONCRETE.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

TIMBER LINT

GUARDS TO REMAIN

WALL PROTECTION IS REQUIRED AT THE END OF LITTLE

BAT AVENUE/TOP OF MAMMOTH DOME AND LEOPARDS

ARCH DUE TO NARROW SPACES. CONTRACTOR TO

COORDINATE WITH CO AND PARK STAFF

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS WHILE

TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO MOUNTING TO

WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR

REVIEW AND APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING

MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

M

AT

C H

T O

S H

EE

T

C 0.

M

AT

C H

T O

S H

EE

T

C 0.

Leopard's Arch

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS WHILE

TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO MOUNTING TO

WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR

REVIEW AND APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING

MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

MATCH TO SHEET C0.11

MATCH TO SHEET C0.10

M

AT

C H

T O

S H

EE

T

C 0.

M

AT

C H

T O

S H

EE

T

C 0.

Sparks Avenue

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS WHILE

TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO MOUNTING TO

WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR

REVIEW AND APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING

MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

MATCH TO SHEET C0.11

MATCH TO SHEET C0.10

River Hall

EXISTING CONCRETE STEPS TO

REMAIN. CONTRACTOR SHALL TAKE

EXTRA CARE TO PROTECT THE

STEPS DURING CONSTRUCTION

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS WHILE

TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO MOUNTING TO

WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR

REVIEW AND APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING

MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION

T C

H T

O S

H E

E T

C 0.

M

A T

C H

T O

S H

E E

T C

0.

12 Fat Man's

Misery

Restrooms

Great Relief Hall

3/4" THICK, RUBBERIZED

INTERLOCKING MATTING TO

PROTECT EXISTING PAVERS.

TRIM AND CUT AS REQUIRED.

(SEE NOTES 1 & 2)

EDGE OF CAVE

APPROXIMATE

EDGE OF CAVE

TIMBER LINT GUARD

TO REMAIN (TYP.)

NO CONTRACTOR

ACCESS BEYOND

THIS POINT

SEE NOTE 6

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

Notes

1. RUBBERIZED MATTING MATERIAL TO BE RED BARN ® INTERLOCKING MAT (3/4" THICK)

OR APPROVED EQUAL.

2. CONTRACTOR SHALL MINIMIZE SEAMS TO EXTENT POSSIBLE. CONTRACTOR SHALL

MAINTAIN THE MATTING TO AVOID TRIPPING HAZARDS THROUGHOUT THE PROJECT.

CONTRACTOR SHALL ADD COLOR TAPE OR OTHER MORE VISIBLE MARKER AT ANY

TRIPPING HAZARDS.

3. ANY DAMAGE TO EXISTING PAVERS, CONCRETE, TIMBER LINT GUARDS AND

HANDRAILS TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS WHILE

TRANSFERRING ALL CONSTRUCTION MATERIALS AND EQUIPMENT. NO MOUNTING TO

WALLS IS ALLOWED. CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR

REVIEW AND APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING

MATERIALS THROUGH THE CAVE.

5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL COORDINATE WITH THE

CONTRACTING OFFICER TO DETERMINE ADDITIONAL CONSTRUCTION STAGING

AREAS WITHIN THE CAVE.

6. CONTRACTOR'S CREW WILL BE ALLOWED TO USE EXISTING RESTROOMS AT THE

GREAT RELIEF HALL. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE

RESTROOMS, MONITORING THE SEWAGE COLLECTION TANK, AND HAVING THE

SEWAGE COLLECTION TANK PUMPED AS NEEDED DURING THE COURSE OF THE

PROJECT.

EB

583.94'583.61' 584.12'584.77'

585.11'585.86'586.77'588.35' 590.36'

591.58'

592.69'

593.12'

593.45' 593.63'

593.58'592.56'

590.65' 588.62'

587.33'

586.39' 584.78'

585.18' 586.80'

588.25' 589.48' 591.19'

593.07' 593.66' 593.84'

593.70' 593.43'

592.76'

591.47'

590.24' 588.10'

586.94'

585.50' 584.76' 584.33' 583.66' 583.91'

584.02' 583.77'

584.05' 584.00'

583.55'

583.48'

583.33'

583.22'

583.35'

583.31'583.37'

583.44'

583.80' 584.09'

584.08'

583.69'

583.74'

583.84'

583.80'

583.78' 583.72'

585.40'

PK 511

PK 510

TRAV 509

TRAV 507

TRAV 508

APPROX. CAVE WALL

APPROX. CAVE WALL

APPROX. CAVE WALL

Point Table

Point #

Northing

1950861.5400

1950881.1476

1950878.0478

1950806.2775

1950838.2084

Easting

1537524.6272

1537515.2482

1537496.3270

1537738.6172

1537720.0676

Elevation

594.308

593.208

592.684

583.412

584.060

Raw Description

PK 50003

PK 50002

PKFND

PK 50005

PK 50004

SIGN

SIGN

LIGHT

LIGHT

LIGHT

LIGHT

ELEC.

BOX

5 58

6 58 7 58

8 58 9 59

6 58 7 58

2 593

8 589 590

591 59

EB

EB

EB

GATE

GATE

M A

T C

H T

O S

H E

E T

C 1.

M

A T

C H

T O

S H

E E

T C

1.

APPROXIMATE LOCATION AND SIZE

OF TRAIL ROCK EDGING (TYP)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

0 5 10 20 Feet

Notes

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB DURING SEPTEMBER OF 2021.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE KENTUCKY STATE PLANE

COORDINATE GRID SYSTEM, SOUTH ZONE - NAD 83.

4. THE VERTICAL DATUM FOR THIS SURVEY IS THE NAVD88.

5. BOTH DATUMS WERE ESTABLISHED USING MONUMENTATION BASED ON EXISTING

CONTROL SET BY U.S.G.S. MONUMENTATION WAS CHECKED USING STATIC SESSION

AND PROCESSED USING NOAA OPUS SOLUTIONS. CONTROL WAS ESTABLISHED IN

2009.

Legend

TRAIL EDGE

NL. 1002 WORK POINTS

TRAV 794 TRAVERSE POINTS

SPOT ELEVATIONX 598.88

CONCRETE PATH

ROCK WALL

METAL HANDRAIL

PAVERS

LIGHT FIXTURE

CAVE WALL

584.78' 583.18'

582.45'

582.65'

583.24'583.44'

583.13' 582.46'

580.47' 579.08'577.32'

576.81'

576.36' 576.42'

576.35'

576.12'

577.01'

578.50'

578.58'

578.57'

577.39'577.75'

577.72'

579.19'

580.85'

583.52' 583.69'

584.87' 585.66'

586.27'

586.70'

585.90'

587.78'

586.92'

583.99'

582.25'

582.38'

582.66'

584.61'

585.98'587.83'588.76' 589.90'

588.71' 587.55' 586.00' 584.48'

584.21' 581.49' 578.39'

577.73' 576.08'

575.37'

574.63'

574.43'

574.70'

574.47'

575.50'

577.75' 578.92'

578.86'

580.69' 582.65'

584.37'

587.49'

588.31'

588.66' 588.21'

588.31'

587.05'

584.52'

583.44'

583.30'

583.12' 582.92' 583.35'

585.18'

583.53' 579.75'

584.55'

579.67'

582.44' 578.77'

578.50'579.55'

580.45' 578.60'

574.78'

575.60'

582.58'

582.52'

583.44'

581.40' 576.86'

579.18'

576.32'

TRAV 514

TRAV 512

TRAV 513

APPROX. CAVE WALL

APPROX. CAVE WALL

APPROX. CAVE WALL

Point Table

Point #

Northing

1950940.6247

1950890.3344

1950871.7767

Easting

1537196.3494

1537175.9723

1537277.0255

Elevation

579.324

584.238

574.759

Raw Description

NLS 50000

NLS 50001

PKSET

SIGN

SIGN

SIGN

BENCH

ELEC.

BOX

586 58 5 584

580 57

589 58 8 587 58

5 58 4 58

2 58

0 57

9 578 57

9 580

4 58

3 584 58

6 58 7 58

EB

M A

T C

H T

O S

H E

E T

C 1.

M

A T

C H

T O

S H

E E

T C

1.

APPROXIMATE LOCATION AND SIZE

OF TRAIL ROCK EDGING (TYP)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

0 5 10 20 Feet

Notes

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB DURING SEPTEMBER OF 2021.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE KENTUCKY STATE PLANE

COORDINATE GRID SYSTEM, SOUTH ZONE - NAD 83.

4. THE VERTICAL DATUM FOR THIS SURVEY IS THE NAVD88.

5. BOTH DATUMS WERE ESTABLISHED USING MONUMENTATION BASED ON EXISTING

CONTROL SET BY U.S.G.S. MONUMENTATION WAS CHECKED USING STATIC SESSION

AND PROCESSED USING NOAA OPUS SOLUTIONS. CONTROL WAS ESTABLISHED IN

2009.

TRAIL EDGE

NL. 1002 WORK POINTS

TRAV 794 TRAVERSE POINTS

SPOT ELEVATIONX 598.88

CONCRETE PATH

ROCK WALL

METAL HANDRAIL

PAVERS

LIGHT FIXTURE

Legend

METAL

HANDRAIL

(TYP.)

APPROX. CAVE WALL

METAL

STEPS

METAL

STEPS

METAL

PLATFORM

APPROX. CAVE WALL

511.76'

512.02' 512.26'

512.53'

512.84'

513.19'

513.42' 513.59'

513.89' 513.98'

514.09' 514.20'

514.42' 514.12'

514.05' 513.28'

513.07'

512.13' 511.55'

511.62' 511.55'

511.48'

511.66'

511.67'

511.67'

511.53'

511.55'

511.56' 511.71'

511.80'511.95'

512.59'513.09' 513.22'

513.31' 513.28'

513.10' 512.15' 511.93'

511.77' 512.59'

513.70'

513.41'

513.24'

513.46'

513.29'

513.06'

513.00'

512.19'

511.94'

512.03'

512.04'514

509 510

511 512 513

51751

0 50

TRAV 618

TRAV 617

TRAV 619 TRAV 620

TRAV 621

TRAV 616

Point Table

Point #

Raw Description

TRAV SCREW

HRAIL POST

HRAIL POST

MD 50006

PKSET

TRAV SCREW

Elevation

511.297

514.051

515.763

514.510

511.853

546.206

Northing

1950264.0669

1950255.5278

1950256.4860

1950246.1535

1950234.8093

1950279.3874

Easting

1537702.4901

1537694.7654

1537683.7484

1537673.3769

1537687.3663

1537699.0727

503.36' 503.23'

497.97' 497.97'

EB

EB

LIGHT

SWITCH BOX

511.69'

511.57'

511.44'511.75' 511.33'

511.33'511.35' 512.32' 512.90' 513.48' 514.06' 514.64' 515.22' 515.80'

516.41'516.41'

516.41' 516.41'

516.41' 516.41'

516.41'

0.7

5'

0.1 6'

9.6

0'

9.0 2'

508.43' 508.43'

508.43' 508.43'

508.43'

APPROXIMATE LOCATION AND

SIZE OF ROCKS (TYP)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

0 2.5 5 10 Feet

Notes

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB DURING SEPTEMBER OF 2021.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE KENTUCKY STATE PLANE

COORDINATE GRID SYSTEM, SOUTH ZONE - NAD 83.

4. THE VERTICAL DATUM FOR THIS SURVEY IS THE NAVD88.

5. BOTH DATUMS WERE ESTABLISHED USING MONUMENTATION BASED ON EXISTING

CONTROL SET BY U.S.G.S. MONUMENTATION WAS CHECKED USING STATIC SESSION

AND PROCESSED USING NOAA OPUS SOLUTIONS. CONTROL WAS ESTABLISHED IN

2009.

Legend

TRAIL EDGE

NL. 1002 WORK POINTS

TRAV 794 TRAVERSE POINTS

SPOT ELEVATIONX 598.88

CONCRETE PATH

ROCK WALL

METAL HANDRAIL

PAVERS

METAL

STEPS

METAL

HANDRAIL

(TYP.)

CONCRETE

STEPS

METAL

HANDRAIL

(TYP.)

BENCH

(TYP.)

APPROX. CAVE WALL

CAVE TRAIL

OUTER EDGE

(TYP.)

LIGHT

FIXTURE

(TYP.)

JUNCTION

BOX

APPROX. CAVE WALL

JUNCTION

BOX

SUPPORT

COLUMN

SUPPORT

COLUMN

466.31' 466.29'

464.68'

465.12'

463.08'

462.79' 462.51'462.48'

461.84'

461.76'

461.50'

461.27'

460.72'

460.25'

459.67' 459.21'

458.76'

458.44'

458.20'

457.80'

457.15'

456.76'

456.22'

455.95'

455.29' 455.63'

456.17'

456.91'

457.71'

458.60'

459.25'

459.04'

459.28'

460.56'

461.31'

461.88' 462.43'

462.88'

463.53'

464.09'

463.68'

463.65'

464.00'

462.43'

461.85'

461.46'

461.09'

460.55'

459.19'

458.21'

457.47'

456.29'

455.57'

465.44' 466.41' 467.43'

470.56'

463.46'

463.51'

463.41'

462.40'

463.30'

456 456

466465

TRAV 644

TRAV 642

TRAV 643

TRAV 641

TRAV 640

Point Table

Point #

Raw Description

PKFND

MD 50009

PKSET

MD 50008

PKFND

Elevation

479.493

463.532

470.330

463.313

463.339

Northing

1950635.9998

1950654.8382

1950667.3728

1950660.9228

1950663.5478

Easting

1538525.3665

1538458.0656

1538488.0424

1538440.8228

1538441.7335

EB

EB

FRPPLATFORM

462.54'

CONC.PAD

463.39'

3.8

0'

3.5

2'

463.45'

5.0

0'

3.4 5'

3.4

4'

3.5

0'

3.6

1'

4.1

7'

4.2 3'

3.4

4'46 3.3

4'46 3.2

9'

3.3

3'

APPROXIMATE LOCATION AND

SIZE OF ROCKS (TYP)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

0 2.5 5 10 Feet

Notes

1. THIS TOPOGRAPHIC SURVEY IS THE RESULT OF AN ON-THE-GROUND SURVEY

PERFORMED BY VHB DURING SEPTEMBER OF 2021.

2. NO TITLE REPORT WAS FURNISHED, THEREFORE ALL ENCUMBRANCES UPON THE

PROPERTY MAY NOT BE SHOWN.

3. HORIZONTAL DATUM FOR THIS SURVEY IS THE KENTUCKY STATE PLANE

COORDINATE GRID SYSTEM, SOUTH ZONE - NAD 83.

4. THE VERTICAL DATUM FOR THIS SURVEY IS THE NAVD88.

5. BOTH DATUMS WERE ESTABLISHED USING MONUMENTATION BASED ON EXISTING

CONTROL SET BY U.S.G.S. MONUMENTATION WAS CHECKED USING STATIC SESSION

AND PROCESSED USING NOAA OPUS SOLUTIONS. CONTROL WAS ESTABLISHED IN

2009.

Legend

TRAIL EDGE

NL. 1002 WORK POINTS

TRAV 794 TRAVERSE POINTS

SPOT ELEVATIONX 598.88

CONCRETE PATH

ROCK WALL

METAL HANDRAIL

PAVERS

584.12'584.77'

585.11'585.86'586.77'588.35' 590.36'

591.58'

592.69'

593.12'

593.45' 593.63'

593.58'592.56'

590.65' 588.62'

587.33'

586.39' 584.78'

585.18' 586.80'

588.25' 589.48' 591.19'

593.07' 593.66' 593.84'

593.70' 593.43'

592.76'

591.47'

590.24' 588.10'

586.94'

585.50' 584.76' 584.33' 583.66' 583.91'

584.02' 583.77'

584.05' 584.00'

583.55'

583.48'

583.33'

583.22'

583.35'

583.31'583.37'

583.44'

583.80' 584.09'

584.08'

583.69'

583.74'

583.84'

583.80'

583.78' 583.72'

585.40'

PK 511

PK 510

TRAV 509

TRAV 507

TRAV 508

APPROX. CAVE WALL

APPROX. CAVE WALL

APPROX. CAVE WALL

SIGN

SIGN

LIGHT

LIGHT

LIGHT

LIGHT

ELEC.

BOX

5 58

6 58 7 58

8 58 9 59

6 58 7 58

2 593

8 589 590

591 59

E E

E E

EB

E

E E E E

E E E EB

E

E

E E

E E

E E

E

E

E

E

E

E E

E E E

E

E

E

E E

E E

E

E

EB

E

E E

CAVE DIRT TRAIL

CAVE DIRT TRAIL

GATE

GATE

REMOVE HANDRAIL, LINT

GUARD AND LIGHTING

WITHIN LINT GUARD.

REMOVE WIRING TO

NEAREST JUNCTION BOX

(SEE PHOTO 1)

REMOVE HANDRAIL, LINT

GUARD AND LIGHTING

WITHIN LINT GUARD

REMOVE GATE

(SEE PHOTO 2)

REMOVE & RELOCATE SIGNS

(LOCATION TO BE PROVIDED BY PARK)

END AT EXISTING POST.

COORDINATE LOCATION WITH

CONSTRUCTION DRAWINGS.

END AT EXISTING POST. COORDINATE

LOCATION WITH CONSTRUCTION DRAWINGS.

REMOVE & RELOCATE WAYSIE EXHIBITS

(TYP) LOCATION TO BE PROVIDED BY PARK

CONTRACTOR SHALL RELOCATE STACKED STONE TRAIL EDGING AS

NECESSARY TO CONSTRUCT TRAIL IMPROVEMENTS. CONTRACTOR SHALL

RELOCATE STONE TO OUTSIDE OF LINT GUARD BAND AT CONCLUSION OF

PROJECT OR AS DIRECTED BY PARK. CONTRACTOR SHALL COORDINATE

WITH CO FOR TEMPORARY STOCKPILE LOCATIONS (TYP).

APPROXIMATE LOCATION AND SIZE

OF TRAIL ROCK EDGING (TYP)

FINAL CONSTRUCTION DOCUMENTS

MACA PMIS NO. 229870, 258617 & 258616

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

02/02/26

1. REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION TO EXISTING CONCRETE

PAVEMENT (TO REMAIN), LINT GUARDS (TO REMAIN) AND LIGHTS AT NO

ADDITIONAL TIME OR COST TO THE GOVERNMENT. REPAIRS SHALL MATCH

EXISTING.

2. SELF PROPELLED VEHICLES (IF USED) SHALL BE BATTERY POWERED AND SHALL

HAVE RUBBER TIRES. BATTERIES SHALL BE PROPERLY MAINTAINED. ACID

NEUTRALIZER SHALL BE PLACED ALONG THE TRAIL TO ENSURE TIMELY ACTION

TO REDUCE SPILLAGE ISSUES.

3. ALL HAND-PULLED CARTS SHALL HAVE RUBBER TIRES. HAND-PULLED CARTS

WITH A TOTAL WEIGHT OF OVER 500 POUNDS, AND/OR A CART WITH TIRES LESS

THAN 3 INCHES WIDE, SHALL REQUIRE THE INSTALLATION AND REMOVAL OF THE

RUBBERIZED MATTING COVERING OVER THE TRAIL.

4. EXCEPTIONS TO THESE REQUIREMENTS ARE SUBJECT TO THE APPROVAL OF

THE CO.

5. SEE C1.X SERIES FOR EXISTING CONDITIONS, LEGEND INFORMATION.

6. AT THE END OF CONSTRUCTION, CONTRACTOR SHALL CLEAN ALL EXISTING

CONCRETE/PAVERS TO REMAIN.

7. HAND RAILS THAT ARE SET IN CAVE SEDIMENT TRAIL, POSTS SHALL BE CUT OFF

BELOW GRADE AND FILLED WITH DIRT. BASES SHALL BE LEFT IN THE GROUND TO

AVOID IMPACT TO CAVE. CONTRACTOR SHALL CUT OFF OR REMOVE HANDRAIL

AT THE COLLAR. COLLAR ATTACHED TO THE WALL OR ANY OTHER NATURAL

RESOURCE IS TO BE REMOVED BY THE PARK.

8. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIRED OSHA

REGULATIONS DURING CONSTRUCTION. PROVIDE SUFFICIENT TEMPORARY

PROTECTION AFTER REMOVING EXISTING HANDRAIL.

9. CONTRACTOR SHALL PROTECT CAVE WALLS AND EXISTING IMPROVEMENTS

WHILE REMOVING HANDRAILS. NO MOUNTING TO WALLS IS ALLOWED.

CONTRACTOR SHALL PROVIDE WALL PROTECTION PLAN FOR REVIEW AND

APPROVAL (LOCATION AND ADEQUACY) PRIOR TO PRIOR TO MOVING MATERIALS

THROUGH THE CAVE.

NotesDemolition Legend Demo Stainless Steel Handrail with Lint Guard. Cut 1" Below Finish Grades

PHOTO 1: DEMO HANDRAIL, LINT GUARD & LIGHTING

0 5 10 20 FeetPHOTO 2: DEMO GATE, HANDRAIL, LINT GUARD & LIGHTING

584.78' 583.18'

582.45'

582.65'

583.24'583.44'

583.13' 582.46'

580.47' 579.08'577.32'

576.81'

576.36' 576.42'

576.35'

576.12'

577.01'

578.50'

578.58'

578.57'

577.39'577.75'

577.72'

579.19'

580.85'

583.52' 583.69'

584.87' 585.66'

586.27'

586.70'

585.90'

587.78'

586.92'

583.99'

582.25'

582.38'

582.66'

584.61'

585.98'587.83'588.76' 589.90'

588.71' 587.55' 586.00' 584.48'

584.21' 581.49' 578.39'

577.73' 576.08'

575.37'

574.63'

574.43'

574.70'

574.47'

575.50'

577.75' 578.92'

578.86'

580.69' 582.65'

584.37'

587.49'

588.31'

588.66' 588.21'

588.31'

587.05'

584.52'

583.44'

583.30'

583.12' 582.92' 583.35'

585.18'

583.53' 579.75'

584.55'

579.67'

582.44' 578.77'

578.50'579.55'

580.45' 578.60'

574.78'

575.60'

582.58'

582.52'

583.44'

581.40' 576.86'

579.18'

576.32'

TRAV 514

TRAV 512

TRAV 513

APPROX. CAVE WALL

APP…