Aattachment_2_MACA_217854_Sand_Cave_Final_CDs.pdf

TIMOTHY J.ST

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FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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GENERAL NOTES:

1. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING

THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR

FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED

ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL PERMITTING AUTHORITIES.

2. NO GRADING, STRIPPING, EXCAVATION, FILLING OR OTHER DISTURBANCE OF THE NATURAL

GROUND COVER SHALL TAKE PLACE UNTIL PROPOSED SOIL EROSION CONTROL PLAN HAS BEEN

APPROVED AND IN PLACE.

3. ALL DIMENSIONS INVOLVING CURB ARE SHOWN TO FACE OF CURB, UNLESS NOTED OTHERWISE.

4. IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER DRAWING AND/ OR

SPECIFICATIONS, THE CONTRACTING OFFICER SHALL BE IMMEDIATELY NOTIFIED FOR

CLARIFICATION.

5. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE

AND NATIONAL CODES AND THE REQUIREMENTS OF LOCAL UTILITY COMPANIES.

6. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR

WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS

REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING

HOURS. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL

BARRICADES, WARNING SIGNS, FLASHING LIGHTS AND THE TRAFFIC CONTROL DEVICES DURING

CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND SAFETY

REQUIREMENTS. CONTRACTOR SHALL PROVIDE A SAFETY PLAN TO CONTRACTING OFFICE FOR

REVIEW AND APPROVAL

7. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL VEHICLE TRAFFIC IN AND AROUND

THE CONSTRUCTION AREA.

8. ALL UNPAVED AREAS TO RECEIVE MULCH TO MINIMIZE EROSION.

9. ALL PAVEMENT MARKINGS INCLUDING STRIPES, DIRECTIONAL ARROWS, ETC., SHALL MATCH

COLORS AND SYMBOLS USED THROUGHOUT THE PARK. ACCESSIBILITY SYMBOL AND COLORS

SHALL BE PER ISA REQUIREMENTS.

10. ANY APPLICABLE NON-HAZARDOUS CONSTRUCTION WASTE SHALL BE RECYCLED.

GRADING AND DRAINAGE NOTES:

1. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE

OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY KY-811 48 HOURS

PRIOR TO EXCAVATION.

2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED

AND APPROVED BY CONTRACTOR.

3. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 3H:1V UNLESS SPECIFICALLY

NOTED ON THE PLANS.

4. SITE GRADES AROUND PAVEMENT SHALL BE GRADED DURING CONSTRUCTION TO PREVENT

PONDING. ANY SURFACE WATER ACCUMULATION IN THE PAVEMENT AREAS SHALL BE DRAINED

IMMEDIATELY TO AVOID SATURATION OF THE SUBGRADE SOILS.

5. ALL EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST OSHA GUIDELINES AS MANDATED IN CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE IN PROVIDING SAFE WORKING CONDITIONS IN CONNECTION WITH ANY

EXCAVATION WORK.

6. SUITABLE FILL MATERIAL PLACED UNDER PAVEMENT AREAS SHALL BE PLACED IN MAXIMUM 8-INCH (LOOSE THICKNESS) VERTICAL LIFTS, WITH EACH LIFT BEING COMPACTED TO A MINIMUM OF 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, AT A MOISTURE CONTENT WITHIN

2 PERCENT OF OPTIMUM. THE COMPACTION REQUIREMENT MAY BE REDUCED TO 92 PERCENT IN

PROPOSED LANDSCAPE AREAS. WETTING OR DRYING OF THE SOILS MAY BE NECESSARY TO

ACHIEVE A MOISTURE CONTENT SUITABLE FOR COMPACTION. REPRESENTATIVE AND ADEQUATE

FIELD DENSITY TESTING SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCY PROVIDED BY

AMERICAN ENGINEERS, INC. TO VERIFY THAT COMPACTION REQUIREMENTS HAVE BEEN MET.

7. STONE BASES SHOULD BE COMPACTED TO A DENSITY SATISFACTORY TO CONTRACTING OFFICER.

8. GRADE LINES SHOWN ARE FINISHED GRADE. CONTRACTOR SHOULD SEE DETAIL SHEET FOR

APPROPRIATE PAVEMENT TYPE TO DETERMINE SUB-GRADE ELEVATIONS FOR PAVING AREAS.

9. CONTRACTOR IS ADVISED THAT FINAL PAVEMENT PLACEMENT SHALL BE COMPLETED TO

ACCOMMODATE THE FOLLOWING:

A. ALL CONSTRUCTED PEDESTRIAN SURFACES SHALL MEET THE ARCHITECTURAL BARRIERS ACT

(ACCESSIBILITY) STANDARDS FOR SLOPE AND CROSS-SLOPE REQUIREMENTS AS NOTED ON

THIS SHEET OR REWORK WILL BE PROVIDED BY THE CONTRACTOR TO CORRECT

NON-COMPLIANCE AT THE CONTRACTOR'S EXPENSE.

ABBREVIATIONS:

A AREA

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

B/C BOTTOM OF CURB

BIT BITUMINOUS PAVEMENT

BM BENCH MARK

BS BOTTOM OF STEP

C/C CENTER TO CENTER

CB CATCH BASIN

CONC CONCRETE

DGA DENSE GRADED AGGREGATE

DIA DIAMETER

(E) EAST

EL. ELEV ELEVATION

EQ EQUIVALENT

FH FIRE HYDRANT

GND, GRD GROUND

HD HEAVY DUTY

HT HEIGHT

LBS POUNDS

LD LIGHT DUTY

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LOW LIMITS OF WORK

MANUF MANUFACTURE

MAT'L MATERIAL

MAX MAXIMUM

MIN MINIMUM

MG MATCH EXISTING GRADE

MH MANHOLE

(N) NORTH

NPS NATIONAL PARK SERVICE

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATON

PE POLYETHYLENE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

R RADIUS

REQ'D REQUIRED

ROW RIGHT-OF-WAY

RW RETAINING WALL

(N) SOUTH

SB SOIL BORING

SF, SQFT SQUARE FEET

SPCL SPECIAL

STRUC STRUCTURE

TC TOP OF CURB

TEL TELEPHONE

TP TOP OF PAVEMENT

TS TOP OF SLAB

TW TOP OF WALL

TYP TYPICAL

UC UTILITY CROSSING

W WIRE

(W) WEST

W/ WITH

WTR WATER

ACCESSIBILITY GUIDELINE NOTES:

1. CURB RAMP:

TARGET MAX. RUNNING SLOPE 7.5%

2. ACCESSIBLE PARKING PAD:

TARGET MAX. CROSS SLOPE IN ANY DIRECTION 1.5%

3. CROSSWALKS AND ACCESSIBLE ROUTES:

TARGET MAX. RUNNING SLOPE 4.0%

TARGET MAX. CROSS SLOPE 1.5%

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0 25 50 100 Feet

TO MAMMOTH CAVE FACILITY MANAGEMENT& MAINTENANCE BONE YARD (3.9 MILES)

TO CAVE CITY

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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NOTES:

1. REGULAR WORKING HOURS SHALL BE 7 AM - 6 PM MONDAY THRU

FRIDAY. ANY WORK DURING NON-STANDARD WORKING HOURS SHALL

BE APPROVED BY THE CONTRACTING OFFICER.

2. 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

SITE). CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF THE

STAGING AREA. CONTRACTOR SHALL TRANSPORT MATERIALS FROM

THE BONE YARD TO THE SITE ON DAILY BASIS.

3. CONTRACTOR SHALL COORDINATE WITH POTENTIAL ONGOING

CONSTRUCTION PROJECTS ADJACENT TO THE SITE.

4. CONTRACTOR SHALL TAKE EXTRA CARE TO NOT DAMAGE EXISTING SITE

FEATURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR

REPAIRING THE DAMAGED AREAS AT NO ADDITIONAL TIME OR COST TO

THE GOVERNMENT.

CONTRACTOR

STORAGE LOCATION

(SEE NOTE 1)

FACILITY

MANAGEMENT

OFFICEFIRE STATION ROAD

APPROXIMATE

LOCATION FOR

CONTRACTOR

TRAILER

TRANSFORMER

ENLOSURE

CONTRACTOR

STORAGE

LOCATION

(SEE NOTE 1)

MAINTENANCE ROAD

MAMMOTH CAVE PARKWAY

GREEN RIVER FERRY ROAD

FACILITY

MANAGEMENT

OFFICE

FIRE STATION ROAD

APPROXIMATE

LOCATION FOR

CONTRACTOR

TRAILER

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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NOTE:

1. CONTRACTOR TO RECEIVE APPROVAL FROM THE CONTRACTING

OFFICER (CO) REGARDING EXACT LOCATION FOR STORAGE

WITHIN THE BONE YARD.

2. DISTANCE FROM SAND CAVE TRAIL TO BONE YARD IS

APPROXIMATELY 3.9 MILES.

BONE YARD

0 125 250 500 Feet

OVERALL SAND CAVE TO

BONE YARD LOCATOR MAP.

FOR DETAIL, SEE MAP AT

RIGHT AND BONE YARD

CALL OUT

EXISTING

"MAMMOTH CAVE

NATIONAL PARK

ENTRANCE" SIGN

PARKING

LOT

CONCRETE SIDEWALK

BOARDWALK

CAVE CITY ROAD

SIGN

SIGN

EXISTING POST

TO MAINTENANCE

BONE YARD

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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Existing Conditions Legend

Existing Concrete Pavement

Existing Contours

Existing Trees

Signage

BOARDWALK

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Existing Conditions Legend

Existing Concrete Pavement

Existing Contours

BENCH

SIGN

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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Existing Conditions Legend

Existing Concrete Pavement

Existing Contours

OVERLOOK

SAND CAVE

ENTRANCE

INTERMITTENT

STREAM

APPROXIMATE

LOCATION OF

CLIFF EDGE

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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Existing Conditions Legend

Existing Concrete Pavement

Existing Contours

INTERMITTENT

STREAM

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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Existing Conditions Legend

Existing Concrete Pavement

Existing Contours

778.24'

779.51' 780.75'

778.28'

-4 .26

-5 .16

-4 .76

-2 .56

-4 .68

TP

SF

SF

TP

SF

EXISTING SIGN

TO BE SALVAGED

AND RETURNED

TO NPS

CONCRETE PAVING

TO BE REMOVED

REMOVE

CURBSIGN TO

REMAIN

CONCRETE PAVING

TO BE REMOVED

BOARDWALK, STRUCTURE, GUARDRAIL,

AND FOOTINGS TO BE REMOVED

POST TO BE

REMOVED AND

REPLACED

EXISTING SIGN

TO BE SALVAGED

AND MOVED TO

NEW LOCATION

EXISTING PARKING LOT

STRIPING TO BE REMOVED

SAW CUT CURB AND

CONCRETE PAVING.

COORDINATE WITH

NEAREST JOINT

FILL POST HOLE VOIDS FROM

BOARDWALK POST REMOVAL

AS SPECIFIED (TYP)

TREES TO REMAIN (TYP)

CAVE CITY ROAD

EXISTING VEGETATION

TO BE CLEARED AND

GRUBBED

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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0 5 10 20 Feet

Demolition Legend

Existing Trees

Limit of Construction

Silt FenceSF

Tree ProtectionTP

Saw Cut

Demo Composite Wood Boardwalk, Structure, Guardrail & Footings

Concrete to be Removed

Tree To Be Removed

Remove Curb

781.83' 783.16'

782.83' 784.40'

-4 .76

-2 .03

-4 .68

-2 .63

-1.

-2 .34

TP

TP

TP

TP

TP

SF

TP

TP

TP

SF

SF

BOARDWALK, STRUCTURE, GUARDRAIL,

AND FOOTINGS TO BE REMOVED

EXISTING TREE,

STUMP, AND

ROOTS TO BE

REMOVED

EXISTING TREE,

STUMP, AND

ROOTS TO BE

REMOVED

FILL POST HOLE VOIDS FROM

BOARDWALK POST REMOVAL AS

SPECIFIED PER SECTION (TYP)

TREES TO REMAIN (TYP)

EXISTING VEGETATION

TO BE CLEARED AND

GRUBBED

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

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0 5 10 20 Feet

Demolition Legend

Existing Trees

Limit of Construction

Silt FenceSF

Tree ProtectionTP

Saw Cut

Demo Composite Wood Boardwalk, Structure, Guardrail & Footings

Concrete to be Removed

SF

SF

BOARDWALK, STRUCTURE,

GUARDRAIL, AND FOOTINGS TO

BE REMOVED

BENCH TO BE

REMOVED

EXISTING SIGN

TO BE REMOVED

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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0 5 10 20 Feet

Demolition Legend

Existing Trees

Limit of Construction

Silt FenceSF

Tree ProtectionTP

Saw Cut

Demo Composite Wood Boardwalk, Structure, Guardrail & Footings

Concrete to be Removed

SF

SF

SF

TP

TP

TP

TP

BOARDWALK, STRUCTURE,

GUARDRAIL, AND

FOOTINGS TO BE

REMOVEDEXISTING TREE,

STUMP, AND

ROOTS TO BE

REMOVED

OVERLOOK APPROXIMATE LOCATION

OF CLIFF EDGE

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

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0 5 10 20 Feet

Demolition Legend

Existing Trees

Limit of Construction

Silt FenceSF

Tree ProtectionTP

Saw Cut

Demo Composite Wood Boardwalk, Structure, Guardrail & Footings

Concrete to be Removed

SFTP

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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0 5 10 20 Feet

Demolition Legend

Existing Trees

Limit of Construction

Silt FenceSF

Tree ProtectionTP

Saw Cut

Demo Composite Wood Boardwalk, Structure, Guardrail & Footings

Concrete to be Removed

777.63'

777.62'777.52'

777.40'

777.28'

777.29'

777.50' 776.86'

777.04'

777.29'

777.60'

0+00

0+

1+

102+88.20

100+00

100+50

101+00 101+50

102+00

102+50

C7.3

C7.4

C7.5

C7.3

C7.4

C7.3

C7.3

C7.3

C7.4

C7.4

C7.3

C7.3

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783.70'

784.85'

782.36'

783.70'

780.04'

1+

2+

2+

3+

3+

C7.3

C7.4

C7.3

C7.3

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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782.45'

779.40'

780.67'

768.11'

772.22'

773.23'

776.02'

779.53'

779.57'

780.04'

780.36'

3+

4+

4+

5+

5+

C7.8

S8.0 1-3

C7.7

C7.7

C7.7

C7.6

C7.3

C7.3

C7.3

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766.70'

768.35'

768.14'

771.07'

765.34' 767.70'

763.53'

766.88'

17+41.39

10+00

10+50

11+00

11+50

+0

+5 0 15

+0

15+50

16+00 16+50

7+46.74

6+00

6+50

7+00

C7.3

S9.0

C7.7

C7.6

C7.9

C7.3

C7.3

C7.7

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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+0

13+

14+00

+5

C7.7

C7.3

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0+00

0+50

1+00

102+88.20

100+00

100+50

101+00 101+50

102+00

102+50

EP777.26

TC777.76 EP777.70

TC778.20

EP777.50

TC778.00

EP777.53

TC778.03 EP777.81

TC778.31

EP777.21

TC777.71

EP777.00

TC777.50

EP776.83

TC776.83 778.36

778.09

778.06

778.26

778.26

777.84 777.30

EP777.24

EP777.20

777.26777.82

777.76

777.82777.57

777.51

777.30 777.30

777.21

EP777.28

TC777.78EP777.26

TC777.76

776.96

777.00

777.46

777.46

777.46

777.47

777.46

777.50 777.50

777.60 777.75

777.54

777.46

777.34 777.26 777.35 777.35

777.36 777.31

777.08 777.19

777.32 777.45777.48

777.55

777.81

FILL POST HOLE VOIDS FROM

BOARDWALK REMOVAL AS

SPECIFIED. MEET EXISTING

GRADE. (TYP)

RAMP

CAVE CITY ROAD

HP

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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0 5 10 20 Feet

+ 10.38

BS

TS

MG

Proposed Spot Elevation

Top of Steps

Bottom of Steps

Meet Existing Grade

Concrete Trail

Existing Contours

Proposed Contours

Limit of Construction

Grading Legend

1+

2+

2+

3+

3+50

FILL POST HOLE VOIDS FROM

BOARDWALK REMOVAL AS

SPECIFIED. MEET EXISTING

GRADE. (TYP)

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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+ 10.38

BS

TS

MG

Proposed Spot Elevation

Top of Steps

Bottom of Steps

Meet Existing Grade

Concrete Trail

Existing Contours

Proposed Contours

3+50

4+00

4+

5+

5+

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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0 5 10 20 Feet

+ 10.38

BS

TS

MG

Proposed Spot Elevation

Top of Steps

Bottom of Steps

Meet Existing Grade

Concrete Trail

Existing Contours

Proposed Contours

17+41.39

10+00

10+50

11+00

11+50

+0

+5

0 15 +0

15+50

16+00 16+50

7+46.74

6+00

6+50

7+00

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0 5 10 20 Feet

+ 10.38

BS

TS

MG

Proposed Spot Elevation

Top of Steps

Bottom of Steps

Meet Existing Grade

Concrete Trail

Existing Contours

Proposed Contours

13+50

14+00

+5

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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+ 10.38

BS

TS

MG

Proposed Spot Elevation

Top of Steps

Bottom of Steps

Meet Existing Grade

Concrete Trail

Existing Contours

Proposed Contours

0+00

0+50

1+00

102+88.20

100+00

100+50

101+00 101+50

102+00

102+50

L3

L1

L2

C1

C2

L107

L1

L105

L1

L103 L102

L101

L100

C106

C10

C104

C1

C102

C101

C100

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

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Layout Legend

1. See sheet C4.6 for layout tables.

2. Contractor to verify trail alignment with CO prior to proceeding with construction. Minor adjustments may be directed by CO at no additional cost to Gov.

3. Match existing control joints unless otherwise noted.

4. Coordinate control and expansion joint locations with existing sidewalk.

Layout Notes

1+

2+

2+

3+

3+50

L8

L9

L4

L5

L6

L7

C7

C3

C4

C5

C6

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Layout Legend

1. See sheet C4.6 for layout tables.

2. Contractor to verify trail alignment with CO prior to proceeding with construction. Minor adjustments may be directed by CO at no additional cost to Gov.

3. Match existing control joints unless otherwise noted.

4. Coordinate control and expansion joint locations with

3+50

4+00

4+

5+

5+

L9

L11

L1

L1

L1

L1

L1

L1

L1

L1

L2

L2

L2

L2

L2

L2

L2

L2

L2

L2

L3

L3

L32

L10

C9

C1

C8

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P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

0 5 10 20 Feet

Layout Legend

1. See sheet C4.6 for layout tables.

2. Contractor to verify trail alignment with CO prior to proceeding with construction. Minor adjustments may be directed by CO at no additional cost to Gov.

3. Match existing control joints unless otherwise noted.

4. Coordinate control and expansion joint locations with

17+41.39

10+00

10+50

11+00

11+50

+0

+5

0 15 +0

15+50

16+00 16+50

7+46.74

6+00

6+50

7+00

APPROXIMATE LOCATION

OF CLIFF EDGE

L3

L32 L33

L34 L35

L36

L37

L38

L39

L40

L41

L42

L43 L44

L45 L46

L47

L2

L204L205

L206

L207

L2

L2

L2

L224

L225

L226

L227

L228

L229 L230

L231

L232 L233

L234

L235

L236 L237

L238

L2

L218

L2

L2

L220

L201

L223

C202

C203

C204

C205

C2 06 C217

C218

C219 C220

C221

C222

C223

C224 C225

C226

C227

C228

C229

C230

C231

C2

C2

C212

C2

C201

C213 C214

C215 C216

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

0 5 10 20 Feet

Layout Legend

1. See sheet C4.6 for layout tables.

2. Contractor to verify trail alignment with CO prior to proceeding with construction. Minor adjustments may be directed by CO at no additional cost to Gov.

3. Match existing control joints unless otherwise noted.

4. Coordinate control and expansion joint locations with

13+50

14+00

+5

L2

L211

L212

L213

L2

C2

C208

C209

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

MAIN TRAIL

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

MAIN TRAIL

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

SIDEWALK CENTERLINE

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

SECONDARY TRAIL

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

SECONDARY TRAIL

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

START SAND CAVE TRAIL

STA: 0+13.65

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00

7.

7.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

9.

8.

9.

9.

9.

9.

0.

9.

0.

0.

0.

0.

0.

0.

0.

0.

1.

1.

1.

1.

2.

2.

3.

2.

3.

3.

3.

3.

3.

3.

3.

3.

4.

3.

4.

4.

4.

4.

4.

4.

4.

4.

3.

3.

4.

3.

3.

3.

3.

3.

3.

3.

4.

4.

2.

2.

2.

2.

2.

1.00%

-1.00%2.49% 0.12% 3.14%

1.00%

-0.09%

4.00%

3.79%

MAIN TRAIL PROFILE

3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00

2.

2.

2.

2.

2.

2.

1.

1.

1.

1.

1.

0.

0.

0.

0.

0.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

7.

7.

7.

6.

6.

6.

6.

6.

5.

5.

5.

4.

4.

3.

3.

3.

3.

2.

2.

1.

1.

1.

1.

0.

0.

9.

9.

8.

8.

8.

8.

7.

7.

7.

7.

7.

7.

8.

7.

8.

8.

-3.49% 0.00% -0.00%

-4.00%

START TRANSITION TO BOARDWALK

STA: 4+08.54

0+00

0+00 6+25 6+50 6+75 7+00 7+25 7+47

8.

8.

7.

7.

7.

7.

7.

7.

6.

6.

7.

7.

7.

7.

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

5.

5.

6.

6.

5.

5.

5.

5.

6.

5.

0.00%

0.00% -4.00%

0.00%

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

Elevation

Offset

Offset

0+20.00

770.0

775.0

780.0

785.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

0+40.00

770.0

775.0

780.0

785.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

0+60.00

770.0

775.0

780.0

785.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

0+80.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

1+00.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

1+20.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

1+40.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30 Elevation

Offset

Offset

1+60.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

1+80.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

2+00.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

2+20.00

775.0

780.0

785.0

790.0

795.0

775.0

780.0

790.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

2+40.00

775.0

780.0

785.0

790.0

795.0

775.0

780.0

790.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

2+60.00

775.0

780.0

785.0

790.0

795.0

775.0

780.0

790.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

2+80.00

775.0

780.0

785.0

790.0

795.0

775.0

780.0

790.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

3+00.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

3+20.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

T ra il E dg e

E

LE

V : 7

.8

T ra il E dg e

E

LE

V : 7

.8

T ra il E dg e

E

LE

V : 7

.8

T ra il

E dg e E

LE

V

: 7

.7

1:3.0 1:10.0

T ra il E dg e

E

LE

V : 7

.5

T ra il E dg e

E

LE

V : 7

.5

T ra il E dg e

E

LE

V : 7

.5

T ra il

E dg e E

LE

V

: 7

.4

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.7

T ra il E dg e

E

LE

V : 7

.7

T ra il E dg e

E

LE

V : 7

.7

T ra il

E dg e E

LE

V

: 7

.6

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.1

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.0

1:6.0 1:10.0

T ra il E dg e

E

LE

V : 7

.9

T ra il E dg e

E

LE

V : 7

.8

T ra il E dg e

E

LE

V : 7

.8

T ra il

E dg e E

LE

V

: 7

.8

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.7

T ra il E dg e

E

LE

V : 7

.6

T ra il E dg e

E

LE

V : 7

.6

T ra il

E dg e E

LE

V

: 7

.6

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.5

T ra il E dg e

E

LE

V : 7

.4

T ra il E dg e

E

LE

V : 7

.4

T ra il

E dg e E

LE

V

: 7

.4

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.3

T ra il E dg e

E

LE

V : 7

.2

T ra il E dg e

E

LE

V : 7

.2

T ra il

E dg e E

LE

V

: 7

.2

1:3.0 1:10.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.9

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.6

T ra il E dg e

E

LE

V : 7

.6

T ra il E dg e

E

LE

V : 7

.6

T ra il

E dg e E

LE

V

: 7

.5

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.1

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.0

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.1

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.0

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.9

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.5

T ra il E dg e

E

LE

V : 7

.5

T ra il E dg e

E

LE

V : 7

.5

T ra il

E dg e E

LE

V

: 7

.4

1:6.0 1:10.0

T ra il E dg e

E

LE

V : 7

.8

T ra il E dg e

E

LE

V : 7

.8

T ra il E dg e

E

LE

V : 7

.8

T ra il

E dg e E

LE

V

: 7

.7

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.1

T ra il E dg e

E

LE

V : 7

.1

T ra il E dg e

E

LE

V : 7

.1

T ra il

E dg e E

LE

V

: 7

.0

1:3.0 1:10.0

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

Offset

3+40.00

775.0

780.0

785.0

790.0

775.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

3+60.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

3+80.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

4+00.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

4+20.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

4+40.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

4+60.00

770.0

775.0

780.0

785.0

790.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30 Elevation

Offset

Offset

4+80.00

765.0

770.0

775.0

780.0

785.0

790.0

765.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

5+00.00

765.0

770.0

775.0

780.0

785.0

790.0

765.0

770.0

780.0

790.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

5+20.00

765.0

770.0

775.0

780.0

785.0

765.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

5+40.00

760.0

765.0

770.0

775.0

780.0

785.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

5+60.00

755.0

760.0

765.0

770.0

775.0

780.0

785.0

755.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

5+80.00

755.0

760.0

765.0

770.0

775.0

780.0

785.0

755.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

6+00.00

755.0

760.0

765.0

770.0

775.0

780.0

785.0

755.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

6+20.00

755.0

760.0

765.0

770.0

775.0

780.0

785.0

755.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

6+40.00

755.0

760.0

765.0

770.0

775.0

780.0

785.0

755.0

760.0

770.0

780.0

0 5 10 15 20 25 300-5-10-15-20-25-30

T ra il E dg e

E

LE

V : 7

.4

T ra il E dg e

E

LE

V : 7

.4

T ra il E dg e

E

LE

V : 7

.4

T ra il

E dg e E

LE

V

: 7

.3

1:10.0 1:10.0

T ra il E dg e

E

LE

V : 7

.7

T ra il E dg e

E

LE

V : 7

.7

T ra il E dg e

E

LE

V : 7

.7

T ra il

E dg e E

LE

V

: 7

.6

1:3.0 1:10.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il E dg e

E

LE

V : 7

.0

T ra il

E dg e E

LE

V

: 7

.9

1:10.0 1:10.0

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

Offset

6+60.00

750.0

755.0

760.0

765.0

770.0

775.0

780.0

750.0

760.0

770.0

780.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

6+80.00

740.0

745.0

750.0

755.0

760.0

765.0

770.0

775.0

780.0

740.0

750.0

760.0

770.0

780.000

0 5 10 15 20 25 300-5-10-15-20-25-30

Elevation

Offset

Offset

7+00.00

735.0

740.0

745.0

750.0

755.0

760.0

765.0

770.0

775.0

780.0

735.0

740.0

750.0

760.0

770.0

780.000

0 5 10 15 20 25 30 35 400-5-10-15-20-25-30

Elevation

Offset

Offset

7+20.00

730.0

735.0

740.0

745.0

750.0

755.0

760.0

765.0

770.0

775.0

780.0

730.0

740.0

750.0

760.0

770.0

780.000

0 5 10 15 20 25 30 35 400-5-10-15-20-25-30

Elevation

Offset

Offset

7+10.00

735.0

740.0

745.0

750.0

755.0

760.0

765.0

770.0

775.0

780.0

735.0

740.0

750.0

760.0

770.0

780.000

0 5 10 15 20 25 30 35 400-5-10-15-20-25-30

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

1 0 1 2

SCALE IN FEET

SCALE A

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

1 0 1 2

X X X X X X

RESERVED

VAN

ACCESSIBLE

PARKING

FINAL CONSTRUCTION DOCUMENTS _ MACA 217854

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

1 0 1 2

SCALE IN FEET

SCALE A

2 0 2 4

SCALE B

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

1/31/2024

1 0 1 2

SIGNAGE NOTES

1. ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED.

2. SUBMIT FINAL ARTWORK FOR EACH SIGN FOR APPROVAL BY CO

REPRESENTATIVE PRIOR TO INSTALLATION.

3. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION.

4. ALL SIGNAGE LOCATIONS SHALL BE APPROVED BY CO

REPRESENTATIVE PRIOR TO INSTALLATION.

FINISHED

GRADE

CL

INSTALL AS PER

MANUFACTURER'S

RECOMMENDATIONS

(TYPICAL-2 EACH LEG)

FINISH GRADE VARIES

SEE GRADING PLANS

PROVIDE SMOOTH

TRANSITION BETWEEN

PROPOSED AND

EXISTING GRADE (TYP)

EXISTING GRADE

VARIES (SEE PLANS)

PROVIDE ROUNDED SLOPE TO

TRANSITION BETWEEN

SHOULDER AND TIE IN GRADE

FINISH GRADE VARIES

SEE GRADING PLANS

PROVIDE SMOOTH

TRANSITION BETWEEN

PROPOSED AND

EXISTING GRADE (TYP)

EXISTING GRADE

VARIES (SEE PLANS)

PROPOSED TRAIL

(TYP) (SEE PLANS)

PROVIDE ROUNDED

SLOPE TO TRANSITION

BETWEEN SHOULDER

AND TIE IN GRADE

PROPOSED TRAIL

(TYP) (SEE PLANS)

EDGE OF TRAIL

PAVING. SEE

GRADING PLANS

FOR CROSS SLOPE

TYP)

BENCH

RELOCATED

BENCH

ALIGN BENCH

WITH BACK OF TRAIL

WAYSIDE GALVANIZED

EXHIBIT SIGN. SEE

PLANS FOR LOCATION

AND TYPE

FINISHED GRADE

DIRECT EMBEDMENT

POST COMPACTED FILL

COLORED

CONCRETE

PAVING

#1

COLORED

CONCRETE

PAVING

#2

CONCRETE

JOINT

SEE SIGN TYPE THIS SHEET

2" SQ. ALUMINUM POST

FINISHED GRADE

4" DENSE GRADED CRUSHED

STONE FOR DRAINAGE

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SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SIZE HEIGHT REMARKS

TREES

AM 2 AMELANCHIER CANADENSIS

CANADIAN SERVICEBERRY MULTI-TRUNK B&B 6` HT, MIN

IA 4 ILEX OPACA

AMERICAN HOLLY B&B 6` HT, MIN

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT HEIGHT WIDTH SPACING REMARKS

SHRUBS

KL 13 KALMIA LATIFOLIA

MOUNTAIN LAUREL #10 48" MIN 36" MIN 72" o.c.

RG 11 RHUS GLABRA

SMOOTH SUMAC #10 48" MIN 36" MIN 60" o.c.

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING REMARKS

SOD/SEED

S7 9,676 SF NATIVE SEED MIX SEED

PLANT SCHEDULE 1

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REMARKS

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SIZE HEIGHT REMARKS

TREES

AM 1 AMELANCHIER CANADENSIS

CANADIAN SERVICEBERRY MULTI-TRUNK B&B 6` HT, MIN

IA 2 ILEX OPACA

AMERICAN HOLLY B&B 6` HT, MIN

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT HEIGHT WIDTH SPACING REMARKS

SHRUBS

KL 8 KALMIA LATIFOLIA

MOUNTAIN LAUREL #10 48" MIN 36" MIN 72" o.c.

RG 7 RHUS GLABRA

SMOOTH SUMAC #10 48" MIN 36" MIN 60" o.c.

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING REMARKS

SOD/SEED

S7 3,272 SF NATIVE SEED MIX SEED

PLANT SCHEDULE 2

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SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING REMARKS

SOD/SEED

S7 275 SF NATIVE SEED MIX SEED

PLANT SCHEDULE 3

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STRUCTURAL NOTES

WOOD NOTESDESIGN CRITERIA

GENERAL

SUBMITTALS

CONCRETE

REINFORCING STEEL

FOUNDATION

DEVELOPMENT AND LAP SPLICE LENGTHS

CONCRETE REINFORCEMENT TENSION CONCRETE REINFORCEMENT PROTECTION

STRUCTURAL ABBREVIATIONS

STRUCTURAL SYMBOLS

180° BEND

90° BEND

STIRRUP AND TIE ANCHORAGE

WITH 90° OR 135° BEND

STANDARD REINFORCING HOOKS

G3 - G4 - STAGING AND CONST ACCESS-G4