A06_ATTACHMENT_002_-_MACA_Parking___Monument_Sign_Renovations_CD_DWGS_2024-05-24_S_S.pdf

5. GENERAL NOTES

2. AUTHORITIES HAVING JURISDICTION

BUILDING CODE AUTHORITY: NATIONAL PARK SERVICE

1. THE INTENDED USE OF THE STRUCTURE IS BASED ON INFORMATION FROM THE OWNER.

2. THE INTENDED USE OF THE STRUCTURE IS NOT OCCUPIABLE.

3. ALL DEMOLITION AND CONSTRUCTION INVOLVED TO COMPLETE THIS PROJECT SHALL CONFORM TO

ALL APPLICABLE CODES.

3. APPLICABLE CODES & STANDARDS

INTERNATIONAL BUILDING CODE (IBC) (2021)

1. PROJECT SUMMARY

THE PROPOSED PROJECT IS A NEW MONUMENT SIGN FOR THE NATIONAL PARK

SERVICE - MAMMOTH CAVE VISITOR PARKING AREAS.

4. CLASSIFICATION OF THE WORK

BUILDING CODE CLASSIFICATION OF THE WORK:

NEW CONSTRUCTION (IBC, SECTION 101.2)

BUILDING CODE REQUIREMENTS:

NEW CONSTRUCTION SHALL COMPLY WITH IBC

LIFE SAFETY CODE CLASSIFICATION OF THE WORK:

NOT APPLICABLE

LIFE SAFETY CODE REQUIREMENTS:

NOT APPLICABLE

6. STRUCTURAL REQUIREMENTS - IBC CHAPTER 16

1. REFER TO SHEET G001 FOR STRUCTURAL REQUIREMENTS.

INDEX OF DRAWINGS

TITLE OF PROJECT: DRAWING NO.

PMIS/PKG NO.

OF

SHEET

NAME OF PARK

MAMMOTH CAVE NATIONAL PARK

REGION COUNTY STATE

SE EDMONSON KENTUCKY

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

A/E FIRM:

PRIME:

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development (Title I) ________________ OR Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on ___________ OR Date Construction Drawing Not Preceded by Design Development (Title I)

Project Manager

Date

Mark Sheet Date InitialREVISION

/1

/2

:5 :4

P

M NPS - MAMMOTH CAVE PARKING

AND ENTRY SIGN RENOVATIONS

PROJECT PHASE

GENERAL

G000 COVER

G001 GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS

MACA 323725, 325833

MACA 323722, 325832

MACA 323654, 325833

NATIONAL PARK SERVICE

MAMMOTH CAVE NATIONAL PARK

PARKING AND ENTRY SIGN RENOVATIONS

CEDAR SINK

ENTRANCE

CHAUMONT

ENTRANCE

GREEN RIVER FERRY

ENTRANCE

MAMMOTH CAVE NATIONAL PARK,

EDMONSON, HART, AND BARREN COUNTIES, KY

EDMONSON

COUNTY

HART

COUNTY

BARREN

COUNTY

N.T.S.

ARCHITECTURAL

A101 MONUMENT SIGN PLANS AND ELEVATIONS

A102 MONUMENT SIGN SECTIONS

CIVIL

C001 CHAUMONT SITE

C002 CHAUMONT GRADING

C003 CHAUMONT EPSC

C004 CEDAR SINK SITE

C005 CEDAR SINK GRADING

C006 CEDAR SINK EPSC

C007 GREEN RIVER FERRY SITE

C008 GREEN RIVER FERRY GRADING

C009 GREEN RIVER FERRY EPSC

C010 CIVIL DETAILS

C011 CIVIL DETAILS

G000

01 15

WALL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

BUILDING SECTION

EXTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

LARGE SCALE BLOWUP

OF PLAN OR DETAIL

PLAN OR DETAIL

NUMBER

SHEET NUMBER

LEVEL REFERENCE

LEVEL DESCRIPTION

LEVEL ELEVATION

NEW

STRUCTURAL GRID

GRID REFERENCE

GRID LINE

EXISTING

STRUCTURAL GRID

EXISTING GRID

REFERENCE

EXISTING GRID LINE

MATCH LINE 1 / A0103

1 / A0102

SHEET NUMBER

SHEET NUMBER

MATCH LINE

REVISION

CLOUDED AREA

OF REVISION

NORTH ARROW

SIMILAR INDICATION

DETAIL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

A101

DETAIL NUMBER

SHEET NUMBER

N

Level 01

100' - 0"

A101

SIM

A101

A101

A101

A201

01 / A301

AC AIR CONDITIONING

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARCH ARCHITECT, ARCHITECTURAL

AUTO AUTOMATIC

BLDG BUILDING

BRG BEARING

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFCM COLD FORMED METAL FRAMING

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FT FOOT/FEET

FURN FURNISH, FURNISHED, FURNISHINGS

GA GAUGE, GAGE

GWB GYPSUM WALL BOARD

HSS HOLLOW STRUCTURAL SECTION

HVAC HEATING-VENTILATING-AIR CONDITIONING

ID INSIDE DIAMETER

INT INTERIOR

LAV LAVATORY

LWIC LIGHTWEIGHT INSULATING CONCRETE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER, MANUFACTURED

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REV REVISE (ISION)

RO ROUGH OPENING

RTU ROOF TOP UNIT

SF SQUARE FOOT, FEET

SIM SIMILAR

SPEC SPECIFY, SPECIFICATION

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STRUC STRUCTURE, STRUCTURAL

TBD TO BE DETERMINED

TEMP TEMPORARY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

T&G TONGUE AND GROOVE

UC UNDERCOUNTER

UOI UNLESS OTHERWISE INDICATED

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WP WEATHERPROOF

1. DO NOT SCALE DRAWINGS. RELY ON THE NUMERIC DIMENSIONS SHOWN FOR

MEASUREMENT. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE

ARCHITECT

2. REVIEW AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS RELATING TO THE

EXISTING SITE WHICH INTERFACE WITH THE NEW CONSTRUCTION. NOTIFY THE

ARCHITECT WHEN EXISTING CONDITIONS VARY FROM THE PROJECT DRAWINGS.

3. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER

SMALLER SCALE DRAWINGS.

4. UNLESS INDICATED OTHERWISE, PLAN DIMENSIONS ARE TAKEN FROM CENTERLINE OF

STEEL STRUCTURE, FACE OF CONCRETE OR CMU.

5. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE PRODUCT MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS AND STANDARD DETAILS, IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATION REQUIREMENTS AND DESIGN

INTENT.

6. PRIME AND PAINT ALL PIPES, CONDUITS, AND OTHER UTILITIES EXPOSED TO VIEW

UNLESS INDICATED OTHERWISE, OR PROHIBITED BY MANUFACTURER.

PRIMARY CODES AND SPECIFICATIONS:

1. GENERAL BUILDING CODE:

A. 2018 KENTUCKY BUILDING CODE (2015 IBC)

2. DESIGN LOADS:

A. ASCE 7-10 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES.

3. CONCRETE CODES:

A. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.

B. ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.

C. CRSI MANUAL OF STANDARD PRACTICE.

4. PRECAST AND PRECAST-PRESTRESSED REQUIREMENTS:

A. PCI MNL 120 PCI DESIGN HANDBOOK.

B. PCI MNL 116 MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF PRECAST

PRESTRESSED CONCRETE PRODUCTS.

C. PCI MNL 122 ARCHITECTURAL PRECAST CONCRETE.

D. PCI MNL 117 MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF

ARCHITECTURAL PRECAST CONCRETE PRODUCTS.

5. MASONRY CONSTRUCTION:

A. TMS 402-13 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.

B. TMS 602-13 SPECIFICATIONS FOR MASONRY STRUCTURES.

6. STRUCTURAL STEEL CODES:

A. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

B. AISC 303-10 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

FOUNDATIONS:

1. FOUNDATION DESIGN IS BASED ON A PRESUMED ALLOWABLE BEARING PRESSURE OR 1500 PSF

PER IBC TABLE 1806.2. THE BUILDING OWNER HAS NOT ELECTED TO PROVIDE A PROJECT

GEOTECHNOCAL REPORT.

2. ALL VEGETATION, TOPSOILS, ROOTS AND ORGANIC ZONES SHALL BE STRIPPED AND REMOVED

FROM THE CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST 5 FEET BEYOND THE

FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE

SIGNIFICANT ROOT ZONES, SMALL TREE STUMPS AND OTHER UNACCEPTABLE MATERIALS, BUT

IN NO CASE LESS THAN 6 INCHES.

3. THE EXPOSED SOILS AT THE STRIPPED SURFACE SHALL BE COMPACTED TO AT LEAST 95

PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

REINFORCING STEEL:

1. REINFORCING STEEL: ASTM A615, GRADE 60.

2. MINIMUM REINFORCING STEEL CLEAR COVER (U.N.O.):

A. CONCRETE CAST DIRECTLY AGAINST EARTH ...................... 3"

B. FOUNDATION AND EXTERIOR WALLS......................................2"

C. EXTERIOR SLABS ....................................................................... 1-1/2"

CAST-IN-PLACE CONCRETE:

1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF), WITH MIXES DESIGNED TO MEET THE

FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF THE STRUCTURE AS FOLLOWS:

28-DAY

COMPRESSIVE MAX. SLUMP

STRENGTH MAX. SIZE W/C RANGE

STRUCTURAL ELEMENT (PSI) AGGREGATE RATIO (IN)

A. FOOTINGS & FOUNDATION WALLS 3000 1" 0.55 3-6

CONCRETE MASONRY:

1. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM C-90 HAVING

A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI (NET AREA).

2. MORTAR SHALL CONFORM TO ASTM C-270 TYPE S.

3. FILL CELLS AS NOTED ON DRAWINGS WITH 3000 PSI GROUT, OR GROUT CONFORMING TO ASTM

C-476, SPECIFICALLY DESIGNED FOR FILLING OF CELLS.

DESIGN LOADS:

1. WIND LOADS:

A. ULTIMATE DESIGN WIND SPEED, 3 SECOND GUST, Vult..... 105 MPH

NOMINAL DESIGN WIND SPEED, 3 SECOND GUST, Vasd.... 82 MPH

HURRICANE PRONE REGION................................................... NO

WINDBORNE DEBRIS REGION................................................. NO

BUILDING RISK CATEGORY..................................................... I

WIND EXPOSURE CATEGORY................................................. C

WIND TOPOGRAPHIC FACTOR (Kzt)....................................... 1.0

ENCLOSURE CATEGORY......................................................... SIGN

INTERNAL PRESSURE COEFFICIENT..................................... 0.0

MEAN ROOF HEIGHT................................................................. 12 FEET WIND DIRECTIONALITY FACTOR, Kd....................................... 0.85 VELOCITY PRESSURE COEFFICIENT (Kh).............................. 0.85 ULTIMATE VELOCITY PRESSURE (qh[ult])............................... 24.5 PSF

STRUCTURAL STEEL:

1. MATERIALS:

ANGLES & PLATES................................................... ASTM A36

HSS SHAPES............................ASTM A1085, GRADE A OR ASTM A500, GRADE C

ANCHOR RODS...................... ASTM F1554, GRADE 55 TYPE S1(UNO)

WELDING ELECTRODES.......................................... AWS D1.1, E70 SERIES

2. NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM 28 DAY STRENGTH OF 5000 PSI SHALL BE

USED UNDER BASE PLATES AND SHALL CONFORM TO CORPS OF ENGINEERS CRD-C621,

FACTORY PREMIX GROUT.

STRUCTURE MAINTENANCE:

1. THE SIGN OWNER SHALL BE AWARE THAT ALL BUILDINGS AND STRUCTURES REQUIRE

ROUTINE AND PERIODIC MAINTENANCE. THIS MAINTENANCE IS ESPECIALLY IMPORTANT FOR

ALL ELEMENTS EXPOSED TO THE ATMOSPHERE, SALT ENVIRONMENTS OR HARSH CHEMICALS.

THE OWNER SHALL ESTABLISH A MAINTENANCE PROGRAM IN ORDER TO PREVENT DAMAGE TO

THE STRUCTURE WHICH WILL SHORTEN THE LIFESPAN. ROUTINE MAINTENANCE ITEMS WOULD

INCLUDE CLEANING, PAINTING, PRESSURE WASHING, SEALANT REPLACEMENT AND REPAIR OF

ANY CRACKED OR SPALLED CONCRETE.

REFERENCE SYMBOLS (ALL DISCIPLINES) ABBREVIATIONS

DRAWN BY:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

/2

/2

:5

:5

P

M

JMO

JMO

05/24/2024

G001KL

GENERAL NOTES, SYMBOL

LEGEND AND ABBREVIATIONS

NPS - MAMMOTH CAVE PARKING

AND ENTRY SIGN RENOVATIONS

GENERAL NOTESGENERAL STRUCTURAL NOTES

G001

02 15

A101

A101

A102

A102

A102

CONCRETE

FOOTING BELOW

GRADE

STONE VENEER,

THINSET ON

SIDES, BATTERED

AT EACH END

REINFORCED 12"

WIDE CMU

A101

A101

A102

A102

A102

STONE MASONRY

ANCHORED TO CMU

STRUCTURAL WALL

CORTEN STEEL

TUBE CROSS BAR

FLEXIBLE JOINT

SEALANT ON BACKER

ROD AROUND CROSS

BAR PENETRATIONS,

TYP.

2'-8" 2'-10" 2'-8"

REINFORCED

12"X8"X16" CMU

STRUCTURAL WALL

PRECAST CONC. CAP

TYPE - A

PRECAST CONC. CAP

TYPE - B

FINISHED GRADE

0"

LOCAL NATURAL STONE CLADDING

OVER REINFORCED CMU

PRECAST CONCRETE CAP TYPE - A

3X3 CORTEN TUBE STEEL

CROSS BARS

3/16" THICK POWDER COATED ALUM. SHEET W/

FACTORY APPLIED GRAPHICS. ATTACH SIGN TO

CROSS BARS USING SS SELF-TAPPING

FASTENERS AT 12" O.C. MAX, EQUALLY SPACED,

STARTING 1-1/2" FROM CORNERS, CENTERED IN

CROSS BAR, ALIGNED STRAIGHT. PROVIDE SS

WASHERS AS SPACERS BETWEEN STEEL TUBES

AND ALUMINUM PANEL

7'-0"

A102

A102

5" 1'-11" 3"3" 3" 1'-11" 5"

PRECAST CONCRETE CAP TYPE - C

PRECAST CONCRETE CAP TYPE - B

FINISHED GRADE

0"

A102

/2

/2

4" 4"

8"

8"X8" SQUARE PRECAST

CONC. CAMERA POST W/

CHAMFERED CORNERS

CONCRETE FOOTING

8" 8" 8"

2'-0"

EXISTING GRADE

COMPACTED STRUCTURAL

GRADE FILL

/2

/2

/2

1/2" 7"

1/2"

8"

A

PROVIDE RIBBED SURFACE FOR

STANDING DEVICES ON END

A

PLAN VIEW

INTERNAL

REINFORCING PER

PRECAST MANUF.

DRAWN BY:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

/1

/2

:3

:1

P

M

JMO

JMO

05/24/2024

A101KL

MONUMENT SIGN PLANS AND

ELEVATIONS

NPS - MAMMOTH CAVE PARKING

AND ENTRY SIGN RENOVATIONS

3/8" = 1'-0"

BASE PLAN

3/8" = 1'-0"

SIGN PLAN

3/8" = 1'-0"

FRONT / BACK ELEVATION

3/8" = 1'-0"

SIDE ELEVATION

1" = 1'-0"

PRECAST CAMERA POST - SEE CIVIL FOR LOCATIONS

03 15

FINISHED GRADE

0"

A102

PRECAST CONCRETE CAP

TYPE - C

(2) #4 CONT. IN LOW WEB

BOND BEAM

PRECAST CONCRETE CAP

BEYOND

NATURAL STONE VENEER

THINSET ON CMU

12"X8"X16" REINFORCED

CMU - GROUT ALL CELLS

SOLID

1'-8"

3'-0"

FINISHED GRADE

0"

A102

(2) #4 CONT. IN LOW WEB

BOND BEAM

PRECAST CONCRETE CAP

W/ INTERNAL REINFORCING

PER MANUF.

NATURAL STONE VENEER

THINSET ON CMU

REINFORCED CONC.

FOOTING W/ (3) #5 BARS

CONT. AND #5 BARS

PERPENDICULAR AT 24" O.C.

(2) #5 BARS VERTICAL AT

48" O.C. MAX

12"X8"X16" REINFORCED

CMU - GROUT ALL CELLS

SOLID

3'-0"

3X3 CORTEN TUBE STEEL

CROSS BARS

3/16" THICK POWDER

COATED ALUM. SIGN PANEL,

FASTENED TO CROSS BARS

USING SS SELF-TAPPING

FASTENERS AT 12" O.C.

MAX, EQUALLY SPACED,

STARTING 1-1/2" FROM

CORNERS, CENTERED IN

CROSS BAR, ALIGNED

STRAIGHT

FINISHED GRADE

0"

A102

A102

PRECAST CONCRETE

CAPS - REINFORCING

AND ATTACHMENT

PER PRECAST

MANUFACTURER

9 3/8" 9 3/8"

EQ

3 5/8"

8" 2'-8" 3'-4" 2'-8" 8"

3 5/8"

EQ

1'-3 5/8" 8'-0" 1'-3 5/8"

/2

/2

SLOPE GRADE

AWAY ON ALL SIDES

BATTERED NATURAL STONE

VENEER. PROVIDE MASONRY WALL

TIES AT 8" O.C. HORIZ. AND VERT.,

STAGGERED, TYP. AT EACH END

PRECAST CONCRETE

CAPS - REINFORCING

AND ATTACHMENT

PER PRECAST

MANUFACTURER

3"X3"X3/16" STEEL TUBE

CROSS BARS WELDED TO

3"X9"X3/16" PLATE. FASTEN

TO CMU USING (4) 1/2"

STAINLESS STEEL EPOXY

ANCHORS. SHIM USING

STAINLESS STEEL

WASHERS AS NEEDED, TYP.

(2) #4 CONT. IN LOW

WEB BOND BEAM

REINFORCED CONC.

FOOTING W/ (4) #5

BARS CONT. AND #5

BARS PERPENDICULAR

AT 24" O.C. MAX

(4) #5 BARS

VERTICAL AT EACH

PIER

ABA

CC

14'-7"

C

PLAN VIEW

2'-2"

2'-2"

SIDE VIEW

TYPE -B

PLAN VIEW

2'-9 1/4"

/2

SIDE VIEW

TYPE -

2'-9 1/4"

/2

1" 1'-8" 1"

" 1

/2

/2

A

PLAN VIEW

2'-7"

/2

SIDE VIEW

TYPE -

2'-7"

/2

1" 4" 1'-0" 4" 1"

" 1

/2

/2

END VIEW

1"

END VIEW

E Q

E Q

E Q

E Q

DRAWN BY:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

/1

/2

:3

:0

P

M

JMO

JMO

05/24/2024

A102KL

MONUMENT SIGN SECTIONS

NPS - MAMMOTH CAVE PARKING

AND ENTRY SIGN RENOVATIONS

3/4" = 1'-0"

SECTION 1

3/4" = 1'-0"

SECTION 2

3/4" = 1'-0"

SECTION 3

1 1/2" = 1'-0"

PRECAST SHAPE DETAILS

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

EXISTING SIGN TO BE RELOCATED TO A

LOCATION SPECIFIED BY OWNER

EDGE KEY INTO

EXISTING (TYP)

EDGE KEY INTO

EXISTING (TYP)

STABILIZE EXISTING

ELECTRICAL POLE

EXISTING ELECTRICAL

OVERHEAD POWER LINE

EXISTING TREE LINE

PROPOSED 5' WIDE EXPOSED

AGGREGATE SIDEWALK,

SEE DETAIL SHEET

PROPOSED 5' WIDE EXPOSED

AGGREGATE SIDEWALK,

SEE DETAIL SHEET

PROPOSED 5' WIDE EXPOSED

AGGREGATE SIDEWALK,

SEE DETAIL SHEET

PROPOSED PARK SIGN,

SEE ARCHITECTURAL

PLANS

ASPHALT PARKING LOT,

PER DETAIL SHEET

R25.0'

R25.0'

R25.0'

R10.0'

R25.0'

20.0'

10.0'

235.6'

34.0'

20.0'

5.0'

R7.0'

EXISTING MAMMOTH CAVE RD (RT 70/255)

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE

PROJECT LIMITS FOR ANY SITE DEMOLITION AND SHALL BE

RESPONSIBLE FOR MAINTAINING ANY AND ALL WORK WITHIN THE

LIMITS OF THE WORK AS DESIGNATED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ENCROACHMENT BEYOND THE LIMITS AND

SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS, PERMISSIONS,

EASEMENTS, ETC TO UTILIZE AREAS BEYOND THE PROJECT LIMITS.

2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND OR OVERHEAD

UTILITIES PRIOR TO DEMOLITION WORK EITHER BY UTILIZATION OF

B.U.D. OR A 3RD PARTY UTILITY LOCATE COMPANY. COSTS FOR

ESTABLISHING THE LOCATION OF EXISTING UTILITIES SHALL BE THE

COST OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL ESTABLISH TRAFFIC CONTROL AND SIGNING

AS REQUIRED BY THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES, PROVIDE TEMPORARY BARRICADES, TRAFFIC BARRELS,

FLAGGERS AS NECESSARY FOR CREW AND MOTORIST SAFETY AND PER

THE MAINTENANCE OF TRAFFIC/TEMPORARY TRAFFIC CONTROL PLAN

INCLUDED IF INCLUDED IN THE CONTRACT DOCUMENTS. CONTRACTOR

IS RESPONSIBLE FOR COORDINATING ANY STREET CLOSURES,

DETOURS, ETC. WITH AUTHORITIES HAVING JURISDICTION AND

GOVERNING AGENCIES OF STREETS AND ROADS.

4. DURING CONSTRUCTION, THE WORK AREA SHALL BE KEPT CLEAR OF

DEBRIS. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE

SITE AND DISPOSED OF IN A LAWFUL MANNER. CONTRACTOR SHALL

PAY ALL HAULING AND LANDFILL EXPENSES AND OBTAIN ANY

NECESSARY PERMITS TO DO SO.

5. CONTRACTOR TO PROTECT EXISTING TREES OUTSIDE OF

CONSERVATION LIMITS. NO MATERIAL IS TO BE STORED WITHIN A

TREE DRIP LINE.

6. PROVIDE TREE PROTECTION FENCING FOR ALL EXISTING TREES THAT

ARE NOT DESIGNATED TO BE REMOVED WITHIN THE CONSTRUCTION

LIMITS.

7. SAWCUT EDGES OF PAVEMENT TO REMAIN IN CLEAN STRAIGHT LINES.

COORDINATE SAWCUTS WITH PROPOSED LAYOUT PLAN.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY

OVERHEAD UTILITY LINES THAT MAY CONFLICT WITH ANY ASPECT OF

THE SITE DEMOLITION AND SHALL BE RESPONSIBLE FOR SAFE

OPERATION OF EQUIPMENT AND PERSONNEL THAT MAY CONFLICT

WITH ANY OVERHEAD UTILITY SERVICES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH

LOCAL NOISE ORDINANCES THAT MAY RESTRICT THE TYPE OF

EQUIPMENT OR TIMES OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE EXTENT, IF ANY, OF LOCAL

NOISE ORDINANCES ASSOCIATED WITH CONSTRUCTION OR

DEMOLITION ACTIVITIES.

10. DIMENSIONS ARE NOT TO BE SCALED. SHOULD DISCREPANCIES OCCUR

WITH DIMENSIONS ON THESE PLANS, NOTIFY ENGINEER FOR

CLARIFICATION.

11. PRIOR TO CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL UTILITIES SO THAT NEW

CONSTRUCTION WILL NOT DAMAGE OR INTERFERE WITH EXISTING

UTILITY LINES. SHOULD DAMAGE OCCUR, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE

CONTRACTOR'S EXPENSE..

12. ALL PAVEMENT MARKING LINES SHALL BE 4" PAINTED AND MEASURED

CENTER TO CENTER U.N.O.

13. ALL WORK, CONSTRUCTION REQUIREMENTS, AND PERFORMANCE

STANDARDS SHALL COMPLY WITH LOCAL AND STATE STANDARDS.

14. EXISTING BUILDINGS, PAVEMENTS, SIDEWALKS, AND OTHER SITE

IMPROVEMENTS SHALL BE PROTECTED DURING CONSTRUCTION. THEIR

CONDITIONS SHALL BE PHOTOGRAPHICALLY DOCUMENTED PRIOR TO

CONSTRUCTION. DAMAGE SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL OSHA

JOBSITE REQUIREMENTS.

16. ALL PAVED AREAS INCLUDING SIDEWALKS, PARKING AREAS, SERVICE

AREAS, ETC. ARE SPECIFIED WITH MATERIALS FOR THE INTENDED

FINAL USE OF EACH AREA. THE AREAS ARE NOT SPECIFIED TO BE USED

FOR TEMPORARY CONSTRUCTION TRAFFIC. SHOULD THE CONTRACTOR

INSTALL OR CONSTRUCT THE PAVED AREA AS SPECIFIED AND THE USE

FOR TEMPORARY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL

(AT NO COST TO THE OWNER) REPAIR AND/OR RECONSTRUCT THE

AREAS WITH REGARDS TO MEETING MATERIAL SPECIFICATIONS,

SUBSEQUENT STABILIZATION, AND GRADING PRIOR TO CONSTRUCTION

OF FINAL PAVEMENT SURFACES.

17. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL

COMPLY WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND

SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL PUBLIC RIGHT OF

WAY ACCESSIBILITY GUIDELINE STANDARDS AND REGULATIONS.

CONTRACTOR SHALL SCHEDULE ANY REQUIRED INSPECTIONS WITH

LOCAL/STATE INSPECTORS.

TOTAL AREA TO BE PAVED

PARKING LOT = 5,700 SF

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C001

BGB

CHAUMONT SITE

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

FLUSH CURB (TYP),

SEE DETAIL SHEET INTEGRAL CURB (TYP),

SEE DETAIL SHEET

2' CURB

TAPER

30° ANGLED

PARKING (TYP)

PROPOSED CAMERA POST,

SEE ARCHITECTURAL PLANS

R7.0'

R25.0'

2' CURB

TAPER

ACCESSIBLE CURB RAMP,

SEE DETAIL SHEET

ACCESSIBLE CURB RAMP,

SEE DETAIL SHEET

INTEGRAL CURB (TYP),

SEE DETAIL SHEET

INTEGRAL CURB (TYP),

SEE DETAIL SHEET

POST CURB (TYP), SEE

DETAIL SHEET

15.4'

15.8'

13.8'

R4.0'

4.5'

R28.0' 5.5'

R1.0'R5.0'

R7.0'

R2.0'R2.0'

R2.0'

R2.0'

6.1'

53.6'

69.3'

WHEEL STOP (TYP),

SEE DETAIL SHEET

EXISTING ELECTRICAL

OVERHEAD POWER LINE

5.5'

R25.0'

4.1'

4.1' R1.0'

C001

05 15

852 853

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

853852851

854.00 855.00 856.00 857.00 858.00 859.00 860.00

861.00 862.00

853.00

854.00 855.00

856.00 857.00

858.00 859.00

860.00 861.00

3.0

4.0

5.0

6.0

7.0

8.0

850.00

851.00

853.00 852.00

852.00

853.00 T/C = 853.65

B/C = 853.15

853.25

T/C = 853.00 B/C = 852.50

T/C = 853.50 B/C = 853.00

853.55

T/C = 853.25 B/C = 852.75

853.30

853.05

T/C = 852.75 B/C = 852.25

T/C = 852.75 B/C = 852.25

852.25852.25 852.80

852.65

852.30

851.45

851.50

T/C = 852.60 B/C = 852.10

T/C = 852.25 B/C = 851.75851.40

853.20852.00 852.70

852.75852.35

T/C = 852.85 B/C = 852.35

852.85

852.90

852.80

852.95

852.95

852.90

852.90

852.80 852.50

852.60

T/C = 853.10 B/C = 852.60

851.75

853.25

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

R7.0'

EXISTING MAMMOTH CAVE RD (RT 70/255)

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C002

BGB

CHAUMONT GRADING

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

PROPOSED ENDWALL,

SEE DETAIL SHEET

O.E. = 849.55

PROPOSED 15" TRAFFIC RATED

NYLOPLAST DRAIN BASIN

WITH LOCKING DI GRATE

RIM = 852.70

I.E. = 850.24

72 LF OF 15" ADS HP STORM PIPE

@ 0.5% SLOPE

PROPOSED HEADWALL,

SEE DETAIL SHEET

I.E. = 850.60

PROPOSED 15" TRAFFIC RATED

NYLOPLAST DRAIN BASIN

WITH LOCKING DI GRATE

RIM = 852.00

I.E. = 849.81

86 LF OF 15" ADS HP STORM PIPE

@ 0.5% SLOPE

2.5:1 SLOPE

2.5:1 SLOPE

2.

5:

SL

O

PE

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE PROJECT LIMITS

FOR ANY SITE DEMOLITION AND SHALL BE RESPONSIBLE FOR MAINTAINING ANY AND

ALL WORK WITHIN THE LIMITS OF THE WORK AS DESIGNATED. THE CONTRACTOR

WILL BE RESPONSIBLE FOR ANY ENCROACHMENT BEYOND THE LIMITS AND SHALL BE

RESPONSIBLE FOR OBTAINING ANY PERMITS, PERMISSIONS, EASEMENTS, ETC TO

UTILIZE AREAS BEYOND THE PROJECT LIMITS.

2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND OR OVERHEAD UTILITIES PRIOR TO

DEMOLITION WORK EITHER BY UTILIZATION OF B.U.D. OR A 3RD PARTY UTILITY

LOCATE COMPANY. COSTS FOR ESTABLISHING THE LOCATION OF EXISTING UTILITIES

SHALL BE THE COST OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL ESTABLISH TRAFFIC CONTROL AND SIGNING AS REQUIRED

BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, PROVIDE TEMPORARY

BARRICADES, TRAFFIC BARRELS, FLAGGERS AS NECESSARY FOR CREW AND

MOTORIST SAFETY AND PER THE MAINTENANCE OF TRAFFIC/TEMPORARY TRAFFIC

CONTROL PLAN INCLUDED IF INCLUDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY STREET CLOSURES,

DETOURS, ETC. WITH AUTHORITIES HAVING JURISDICTION AND GOVERNING

AGENCIES OF STREETS AND ROADS.

4. DURING CONSTRUCTION, THE WORK AREA SHALL BE KEPT CLEAR OF DEBRIS. ALL

DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A

LAWFUL MANNER. CONTRACTOR SHALL PAY ALL HAULING AND LANDFILL EXPENSES

AND OBTAIN ANY NECESSARY PERMITS TO DO SO.

5. CONTRACTOR TO PROTECT EXISTING TREES OUTSIDE OF CONSERVATION LIMITS. NO

MATERIAL IS TO BE STORED WITHIN A TREE DRIP LINE.

6. PROVIDE TREE PROTECTION FENCING FOR ALL EXISTING TREES THAT ARE NOT

DESIGNATED TO BE REMOVED WITHIN THE CONSTRUCTION LIMITS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY OVERHEAD

UTILITY LINES THAT MAY CONFLICT WITH ANY ASPECT OF THE SITE DEMOLITION

AND SHALL BE RESPONSIBLE FOR SAFE OPERATION OF EQUIPMENT AND PERSONNEL

THAT MAY CONFLICT WITH ANY OVERHEAD UTILITY SERVICES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL NOISE

ORDINANCES THAT MAY RESTRICT THE TYPE OF EQUIPMENT OR TIMES OF WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT, IF ANY, OF

LOCAL NOISE ORDINANCES ASSOCIATED WITH CONSTRUCTION OR DEMOLITION

ACTIVITIES.

9. PRIOR TO CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL UTILITIES SO THAT NEW CONSTRUCTION WILL NOT DAMAGE OR

INTERFERE WITH EXISTING UTILITY LINES. SHOULD DAMAGE OCCUR, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE

CONTRACTOR'S EXPENSE..

10. ALL WORK, CONSTRUCTION REQUIREMENTS, AND PERFORMANCE STANDARDS SHALL

COMPLY WITH LOCAL AND STATE STANDARDS.

11. ALL PAVED AREAS INCLUDING SIDEWALKS, PARKING AREAS, SERVICE AREAS, ETC.

ARE SPECIFIED WITH MATERIALS FOR THE INTENDED FINAL USE OF EACH AREA. THE

AREAS ARE NOT SPECIFIED TO BE USED FOR TEMPORARY CONSTRUCTION TRAFFIC.

SHOULD THE CONTRACTOR INSTALL OR CONSTRUCT THE PAVED AREA AS SPECIFIED

AND THE USE FOR TEMPORARY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL

(AT NO COST TO THE OWNER) REPAIR AND/OR RECONSTRUCT THE AREAS WITH

REGARDS TO MEETING MATERIAL SPECIFICATIONS, SUBSEQUENT STABILIZATION,

AND GRADING PRIOR TO CONSTRUCTION OF FINAL PAVEMENT SURFACES.

12. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL COMPLY WITH

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SHALL COMPLY WITH LOCAL,

STATE, AND FEDERAL PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINE STANDARDS

AND REGULATIONS. CONTRACTOR SHALL SCHEDULE ANY REQUIRED INSPECTIONS

WITH LOCAL/STATE INSPECTORS.

13. SPOT ELEVATIONS DESIGNATE FINISHED SURFACE ELEVATION.

14. ANY MATERIAL RESULTED FROM A NET CUT OF THE SITE IS TO BE REMOVED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

15. TOPSOIL SHALL BE STRIPPED, STOCKPILED, AND REDRESSED FOR THE ENTIRETY OF

THE DISTURBED AREA SHOWN.

16. ALL ROCK ENCOUNTERED SHALL BE UNDERCUT MINIMUM 12" BELOW SUBGRADE OR

AS SPECIFIED IN THE GEOTECHNICAL REPORT U.N.O. ALL EXCAVATION IS

UNCLASSIFIED.

17. ALL GRADING SHALL RESULT IN WATER BEING DIRECTED AWAY FROM STRUCTURES,

NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

18. CONTRACTOR MUST COMPLY WITH ALL ADA REQUIREMENTS AND SPECIFICATIONS

INCLUDING MAX 2% CROSS SLOPE FOR ADA ROUTES AND MAX 2% SLOPE ON LANDING

AND RAMPS. CONTRACTOR MUST VERIFY ADA COMPLIANT GRADES PRIOR TO PAVING

AND NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

19. ANY FILL MATERIAL MUST BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AS

SUITABLE STRUCTURAL FILL MATERIAL.

20. RIM ELEVATIONS OF ALL STRUCTURES SHALL BE FLUSH WITH SURROUNDING GRADE

U.N.O.

21. TOPSOIL SHALL BE MINIMUM 4" DEEP IN GRASS AREAS AND 12" DEEP IN LANDSCAPED

AREAS.

22. FINISH GRADING MUST BE INSPECTED AND APPROVED BY ENGINEER AND MUST BE

FREE OF OBSTACLES, DEPRESSIONS, OR OTHER INCONSISTENCIES. ANY REGRADING

EFFORTS MUST BE COMPLETED AT CONTRACTOR'S EXPENSE.

23. REFER TO ARCHITECTURAL PLANS FOR ALL TIE-INS WITH BUILDING UTILITIES AND

RAIN WATER LEADERS. NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

24. STORM PIPING STONE BACKFILL TO BE COMPLETED PER MANUFACTURER'S

SPECIFICATION, BUT MUST NOT BE LESS THAN 12" OVER PIPING IN TURF AREAS AND

FULL DEPTH UNDER PAVEMENT.

25. CONTRACTOR SHALL COMPLETE ANY DEWATERING ACTIVITIES AT THE

CONTRACTOR'S EXPENSE. DEWATERING MUST BE PERFORMED IN THE PRESENCE OF

GROUNDWATER INTRUSION.

26. ANY SUMPS IN STORMWATER STRUCTURES SHALL BE FILLED WITH CONCRETE TO

INVERT ELEVATION SPECIFIED.

PROPOSED 15" TRAFFIC RATED

NYLOPLAST DRAIN BASIN

WITH LOCKING DI GRATE

RIM = 851.40

I.E. = 849.59

44 LF OF 15" ADS HP STORM PIPE

@ 0.5% SLOPE

10 LF OF 15" ADS HP STORM PIPE

@ 0.5% SLOPE

C002

06 15

852 853

853852851

S

F

S

F

S

F

S

F

S F

SF SF SF SF SF SF

S

F

S

F

S

F

SF SF SF SF

S

F

S

F

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

R7.0'

EXISTING MAMMOTH CAVE RD (RT 70/255)

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C003

BGB

CHAUMONT EPSC

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

RIP RAP OUTLET PROTECTION,

SEE DETAIL SHEET

RIP RAP SPLASH BLOCK,

SEE DETAIL SHEET

RIP RAP INLET PROTECTION,

SEE DETAIL SHEET

BIODEGRADABLE EROSION CONTROL

MATTING ON ALL SLOPES GREATER THAN 4:1,

SEE DETAIL SHEET

BIODEGRADABLE EROSION CONTROL

MATTING ON ALL SLOPES GREATER THAN 4:1,

SEE DETAIL SHEET

BIODEGRADABLE EROSION CONTROL

MATTING ON ALL SLOPES GREATER THAN 4:1,

SEE DETAIL SHEET

SILT FENCE, SEE DETAIL SHEET

SILT FENCE, SEE DETAIL SHEET

SILT FENCE, SEE DETAIL SHEET

SILT FENCE J-HOOK,

SEE DETAIL SHEET

SILT FENCE J-HOOK,

SEE DETAIL SHEET

INLET PROTECTION,

SEE DETAIL SHEET

INLET PROTECTION,

SEE DETAIL SHEET

NOTES:

1. NO VEGETATION OR CONSTRUCTION DEBRIS SHALL BE BURIED ON SITE

AND NO BURNING PITS SHALL BE PLACED IN FUTURE RIGHT - OF - WAY

OR LIKELY BUILDING LOCATIONS OR SANITARY SEWER EASEMENTS.

2. ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN 21

DAYS SHALL BE STABILIZES BY SEEDING, SODDING MULCHING,

COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL MEASURES

AS SOON AS PRACTICABLE, BUT IN NO CASES MORE THAN 14 DAYS

AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS

TEMPORARILY OR PERMANENTLY CEASED.

3. WHEN CONDITIONS PROHIBIT THE APPLICATION OF TEMPORARY, OR

PERMANENT SEEDING, NON-VEGETATIVE SOIL STABILIZATION

PRACTICES SUCH AS MULCHING AND MATTING SHALL BE USED, UNTIL

SUCH TIME AS CONDITIONS PERMIT.

4. INSTALL SLIT FENCES FOR CURB INLET PROTECTION AS INDICATED ON

SITE PLAN PRIOR TO ANY OTHER DISTURBANCES.

5. SLIT FENCE SHALL BE CLEANED/REPAIRED WHEN SLIT BUILDUP

REACHES 1/3 SLIT FENCE HEIGHT.

6. PERFORM ROUGH GRADING OPERATION AS INDICATED ON

CONSTRUCTION DRAWINGS.

7. REDISTRIBUTE TOPSOIL AND SOW GRASS SEED IMMEDIATELY AFTER

SPREADING TOPSOIL.

8. MAINTAIN ALL EROSION CONTROL DEVICES IN FULLY FUNCTIONAL

CONDITION UNTIL 90% OF THE CONTRIBUTING WATERSHED IS BUILT

OUT AND/OR VEGETATIVE IS ACHIEVED. AT SUCH TIME THAT ALL SLIT

FENCE MUST BE REMOVED, PROPERLY REGRADE AND SEED THESE

AREAS.

9. ALL INSTALLED BMP MEASURES MUST BE INSPECTED EVERY 7 DAYS

AND / OR WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5”.

AN INSPECTION LOG SHALL BE KEPT ON SITE AND MADE AVAILABLE

FOR REVIEW.

10. THE FOLLOW GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED

ONSITE DURING THE CONSTRUCTION PROJECT:

· AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT

REQUIRED TO DO THE JOB

· PRODUCTS AND MATERIALS WILL BE STORED AWAY FROM THE

SURFACE DRAINAGE SYSTEM.

· ALL MATERIALS STORED ONSITE WILL BE SORTED IN A NEAT,

ORDERLY MANNER IN THEIR IN THEIR APPROPRIATE CONTAINER

AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.

· PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH

THE ORIGINAL MANUFACTURE'S LABEL.

· SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

· MANUFACTURES RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL WILL BE FOLLOWED.

· THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE

PROPER USED AND DISPOSAL OF MATERIALS ONSITE.

· DUST WILL BE CONTROLLED BY WATER SPRAYED FROM A TANKER

TRUCK AS NEEDED DURING DRY WEATHER.

· ANY NEEDED DEWATERING SHALL BE FILTERED PRIOR TO RELEASE

ON THE SURFACE.

ROCK CHECK DAM,

SEE DETAIL SHEET

C003

07 15

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

EDGE KEY INTO

EXISTING (TYP)

EDGE KEY INTO

EXISTING (TYP)

EXISTING TREE TO

BE REMOVED

PROPOSED 5' WIDE EXPOSED

AGGREGATE SIDEWALK,

SEE DETAIL SHEET

PROPOSED 5' WIDE EXPOSED

AGGREGATE SIDEWALK,

SEE DETAIL SHEET

EXISTING PARK SIGN

ASPHALT PARKING LOT,

PER DETAIL SHEET

R25.0'

R25.0'

EXISTING PARK BOUNDARY RD

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE

PROJECT LIMITS FOR ANY SITE DEMOLITION AND SHALL BE

RESPONSIBLE FOR MAINTAINING ANY AND ALL WORK WITHIN THE

LIMITS OF THE WORK AS DESIGNATED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ENCROACHMENT BEYOND THE LIMITS AND

SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS, PERMISSIONS,

EASEMENTS, ETC TO UTILIZE AREAS BEYOND THE PROJECT LIMITS.

2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND OR OVERHEAD

UTILITIES PRIOR TO DEMOLITION WORK EITHER BY UTILIZATION OF

B.U.D. OR A 3RD PARTY UTILITY LOCATE COMPANY. COSTS FOR

ESTABLISHING THE LOCATION OF EXISTING UTILITIES SHALL BE THE

COST OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL ESTABLISH TRAFFIC CONTROL AND SIGNING

AS REQUIRED BY THE MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES, PROVIDE TEMPORARY BARRICADES, TRAFFIC BARRELS,

FLAGGERS AS NECESSARY FOR CREW AND MOTORIST SAFETY AND PER

THE MAINTENANCE OF TRAFFIC/TEMPORARY TRAFFIC CONTROL PLAN

INCLUDED IF INCLUDED IN THE CONTRACT DOCUMENTS. CONTRACTOR

IS RESPONSIBLE FOR COORDINATING ANY STREET CLOSURES,

DETOURS, ETC. WITH AUTHORITIES HAVING JURISDICTION AND

GOVERNING AGENCIES OF STREETS AND ROADS.

4. DURING CONSTRUCTION, THE WORK AREA SHALL BE KEPT CLEAR OF

DEBRIS. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE

SITE AND DISPOSED OF IN A LAWFUL MANNER. CONTRACTOR SHALL

PAY ALL HAULING AND LANDFILL EXPENSES AND OBTAIN ANY

NECESSARY PERMITS TO DO SO.

5. CONTRACTOR TO PROTECT EXISTING TREES OUTSIDE OF

CONSERVATION LIMITS. NO MATERIAL IS TO BE STORED WITHIN A

TREE DRIP LINE.

6. PROVIDE TREE PROTECTION FENCING FOR ALL EXISTING TREES THAT

ARE NOT DESIGNATED TO BE REMOVED WITHIN THE CONSTRUCTION

LIMITS.

7. SAWCUT EDGES OF PAVEMENT TO REMAIN IN CLEAN STRAIGHT LINES.

COORDINATE SAWCUTS WITH PROPOSED LAYOUT PLAN.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY

OVERHEAD UTILITY LINES THAT MAY CONFLICT WITH ANY ASPECT OF

THE SITE DEMOLITION AND SHALL BE RESPONSIBLE FOR SAFE

OPERATION OF EQUIPMENT AND PERSONNEL THAT MAY CONFLICT

WITH ANY OVERHEAD UTILITY SERVICES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH

LOCAL NOISE ORDINANCES THAT MAY RESTRICT THE TYPE OF

EQUIPMENT OR TIMES OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING THE EXTENT, IF ANY, OF LOCAL

NOISE ORDINANCES ASSOCIATED WITH CONSTRUCTION OR

DEMOLITION ACTIVITIES.

10. DIMENSIONS ARE NOT TO BE SCALED. SHOULD DISCREPANCIES OCCUR

WITH DIMENSIONS ON THESE PLANS, NOTIFY ENGINEER FOR

CLARIFICATION.

11. PRIOR TO CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL UTILITIES SO THAT NEW

CONSTRUCTION WILL NOT DAMAGE OR INTERFERE WITH EXISTING

UTILITY LINES. SHOULD DAMAGE OCCUR, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE

CONTRACTOR'S EXPENSE..

12. ALL PAVEMENT MARKING LINES SHALL BE 4" PAINTED AND MEASURED

CENTER TO CENTER U.N.O.

13. ALL WORK, CONSTRUCTION REQUIREMENTS, AND PERFORMANCE

STANDARDS SHALL COMPLY WITH LOCAL AND STATE STANDARDS.

14. EXISTING BUILDINGS, PAVEMENTS, SIDEWALKS, AND OTHER SITE

IMPROVEMENTS SHALL BE PROTECTED DURING CONSTRUCTION. THEIR

CONDITIONS SHALL BE PHOTOGRAPHICALLY DOCUMENTED PRIOR TO

CONSTRUCTION. DAMAGE SHALL BE REPAIRED AT CONTRACTOR'S

EXPENSE.

15. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL OSHA

JOBSITE REQUIREMENTS.

16. ALL PAVED AREAS INCLUDING SIDEWALKS, PARKING AREAS, SERVICE

AREAS, ETC. ARE SPECIFIED WITH MATERIALS FOR THE INTENDED

FINAL USE OF EACH AREA. THE AREAS ARE NOT SPECIFIED TO BE USED

FOR TEMPORARY CONSTRUCTION TRAFFIC. SHOULD THE CONTRACTOR

INSTALL OR CONSTRUCT THE PAVED AREA AS SPECIFIED AND THE USE

FOR TEMPORARY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL

(AT NO COST TO THE OWNER) REPAIR AND/OR RECONSTRUCT THE

AREAS WITH REGARDS TO MEETING MATERIAL SPECIFICATIONS,

SUBSEQUENT STABILIZATION, AND GRADING PRIOR TO CONSTRUCTION

OF FINAL PAVEMENT SURFACES.

17. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL

COMPLY WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND

SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL PUBLIC RIGHT OF

WAY ACCESSIBILITY GUIDELINE STANDARDS AND REGULATIONS.

CONTRACTOR SHALL SCHEDULE ANY REQUIRED INSPECTIONS WITH

LOCAL/STATE INSPECTORS.

TOTAL AREA TO BE PAVED

PARKING LOT = 4,500 SF

R25.0'

R10.0'

EXISTING ROADBED TO

REMAIN (PARK TRAIL)

10.0' 20.0'

34.0'

10.0'

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C004

BGB

CEDAR SINK SITE

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

34.2'

R519.3'

FLUSH CURB (TYP),

SEE DETAIL SHEET

INTEGRAL CURB (TYP),

SEE DETAIL SHEET

30° ANGLED

PARKING (TYP)

PROPOSED CAMERA POST,

SEE ARCHITECTURAL PLANS

2' CURB

TAPER

ACCESSIBLE CURB RAMP,

SEE DETAIL SHEET

POST CURB (TYP),

SEE DETAIL SHEET

WHEEL STOP (TYP),

SEE DETAIL SHEET

18.5'

2' CURB

TAPER

2' CURB

CUT

R5.0'

R1.0'

R2.0'

R4.0'

R2.0'

R7.0'

R7.0'

ACCESSIBLE CURB RAMP,

SEE DETAIL SHEET

20.5'

EXISTING SIGN TO BE RELOCATED TO A

LOCATION SPECIFIED BY OWNER

R10.0'

R508.0'

6.0'

52.7'

15.5'

21.7'

4.4'

4.8'

4.1'

POST CURB (TYP),

SEE DETAIL SHEET

INTEGRAL CURB (TYP),

SEE DETAIL SHEET

2' CURB

TAPER

C004

08 15

715.00

714.00

713.00

712.00

711.00 712.00

713.00

714.00

713.00 712.00

711.00 710.00

714.00

T/C = 714.00 B/C = 713.50

713.0 T/C = 713.60 B/C = 713.10

T/C = 713.60 B/C = 713.10

T/C = 714.25 B/C = 713.75

T/C = 713.60 B/C = 713.10

713.40 T/C = 713.80

B/C = 713.30

T/C = 714.00 B/C = 713.50

T/C = 714.50 B/C = 714.00

T/C = 714.90 B/C = 714.40

714.50

714.55 714.70

714.90 714.90

714.70

714.85 714.85

714.10

714.15

714.10

713.40

713.65

713.55

714.15

713.55

714.50

714.75

715.15

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

EXISTING PARK BOUNDARY RD

15 LF OF 18" ADS HP STORM

PIPE CONNECT TO

EXISTING STORM LINE

WITH COUPLING PER

MANUFACTURER'S

RECOMMENDATION

EXISTING 18" STORM LINE

= DRAINAGE ARROW

EXISTING ROADBED

TO REMAIN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C005

BGB

CEDAR SINK GRADING

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

O.E. = 709.50

10 LF OF 12" ADS HP STORM

@ 1.0% SLOPE

PROPOSED 12" TRAFFIC

RATED NYLOPLAST

DRAIN BASIN WITH

LOCKING DI GRATE

RIM = 713.00

I.E. = 711.00

3:1 SLOPE

3:1 SLOPE

O.E. = 710.90

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE PROJECT LIMITS

FOR ANY SITE DEMOLITION AND SHALL BE RESPONSIBLE FOR MAINTAINING ANY AND

ALL WORK WITHIN THE LIMITS OF THE WORK AS DESIGNATED. THE CONTRACTOR

WILL BE RESPONSIBLE FOR ANY ENCROACHMENT BEYOND THE LIMITS AND SHALL BE

RESPONSIBLE FOR OBTAINING ANY PERMITS, PERMISSIONS, EASEMENTS, ETC TO

UTILIZE AREAS BEYOND THE PROJECT LIMITS.

2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND OR OVERHEAD UTILITIES PRIOR TO

DEMOLITION WORK EITHER BY UTILIZATION OF B.U.D. OR A 3RD PARTY UTILITY

LOCATE COMPANY. COSTS FOR ESTABLISHING THE LOCATION OF EXISTING UTILITIES

SHALL BE THE COST OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL ESTABLISH TRAFFIC CONTROL AND SIGNING AS REQUIRED

BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, PROVIDE TEMPORARY

BARRICADES, TRAFFIC BARRELS, FLAGGERS AS NECESSARY FOR CREW AND

MOTORIST SAFETY AND PER THE MAINTENANCE OF TRAFFIC/TEMPORARY TRAFFIC

CONTROL PLAN INCLUDED IF INCLUDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY STREET CLOSURES,

DETOURS, ETC. WITH AUTHORITIES HAVING JURISDICTION AND GOVERNING

AGENCIES OF STREETS AND ROADS.

4. DURING CONSTRUCTION, THE WORK AREA SHALL BE KEPT CLEAR OF DEBRIS. ALL

DEMOLISHED MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A

LAWFUL MANNER. CONTRACTOR SHALL PAY ALL HAULING AND LANDFILL EXPENSES

AND OBTAIN ANY NECESSARY PERMITS TO DO SO.

5. CONTRACTOR TO PROTECT EXISTING TREES OUTSIDE OF CONSERVATION LIMITS. NO

MATERIAL IS TO BE STORED WITHIN A TREE DRIP LINE.

6. PROVIDE TREE PROTECTION FENCING FOR ALL EXISTING TREES THAT ARE NOT

DESIGNATED TO BE REMOVED WITHIN THE CONSTRUCTION LIMITS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY OVERHEAD

UTILITY LINES THAT MAY CONFLICT WITH ANY ASPECT OF THE SITE DEMOLITION

AND SHALL BE RESPONSIBLE FOR SAFE OPERATION OF EQUIPMENT AND PERSONNEL

THAT MAY CONFLICT WITH ANY OVERHEAD UTILITY SERVICES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL NOISE

ORDINANCES THAT MAY RESTRICT THE TYPE OF EQUIPMENT OR TIMES OF WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT, IF ANY, OF

LOCAL NOISE ORDINANCES ASSOCIATED WITH CONSTRUCTION OR DEMOLITION

ACTIVITIES.

9. PRIOR TO CONSTRUCTION OR DEMOLITION, THE CONTRACTOR SHALL VERIFY THE

LOCATION OF ALL UTILITIES SO THAT NEW CONSTRUCTION WILL NOT DAMAGE OR

INTERFERE WITH EXISTING UTILITY LINES. SHOULD DAMAGE OCCUR, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE SAID DAMAGE AT THE

CONTRACTOR'S EXPENSE..

10. ALL WORK, CONSTRUCTION REQUIREMENTS, AND PERFORMANCE STANDARDS SHALL

COMPLY WITH LOCAL AND STATE STANDARDS.

11. ALL PAVED AREAS INCLUDING SIDEWALKS, PARKING AREAS, SERVICE AREAS, ETC.

ARE SPECIFIED WITH MATERIALS FOR THE INTENDED FINAL USE OF EACH AREA. THE

AREAS ARE NOT SPECIFIED TO BE USED FOR TEMPORARY CONSTRUCTION TRAFFIC.

SHOULD THE CONTRACTOR INSTALL OR CONSTRUCT THE PAVED AREA AS SPECIFIED

AND THE USE FOR TEMPORARY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL

(AT NO COST TO THE OWNER) REPAIR AND/OR RECONSTRUCT THE AREAS WITH

REGARDS TO MEETING MATERIAL SPECIFICATIONS, SUBSEQUENT STABILIZATION,

AND GRADING PRIOR TO CONSTRUCTION OF FINAL PAVEMENT SURFACES.

12. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL COMPLY WITH

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SHALL COMPLY WITH LOCAL,

STATE, AND FEDERAL PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINE STANDARDS

AND REGULATIONS. CONTRACTOR SHALL SCHEDULE ANY REQUIRED INSPECTIONS

WITH LOCAL/STATE INSPECTORS.

13. SPOT ELEVATIONS DESIGNATE FINISHED SURFACE ELEVATION.

14. ANY MATERIAL RESULTED FROM A NET CUT OF THE SITE IS TO BE REMOVED BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

15. TOPSOIL SHALL BE STRIPPED, STOCKPILED, AND REDRESSED FOR THE ENTIRETY OF

THE DISTURBED AREA SHOWN.

16. ALL ROCK ENCOUNTERED SHALL BE UNDERCUT MINIMUM 12" BELOW SUBGRADE OR

AS SPECIFIED IN THE GEOTECHNICAL REPORT U.N.O. ALL EXCAVATION IS

UNCLASSIFIED.

17. ALL GRADING SHALL RESULT IN WATER BEING DIRECTED AWAY FROM STRUCTURES,

NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

18. CONTRACTOR MUST COMPLY WITH ALL ADA REQUIREMENTS AND SPECIFICATIONS

INCLUDING MAX 2% CROSS SLOPE FOR ADA ROUTES AND MAX 2% SLOPE ON LANDING

AND RAMPS. CONTRACTOR MUST VERIFY ADA COMPLIANT GRADES PRIOR TO PAVING

AND NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

19. ANY FILL MATERIAL MUST BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AS

SUITABLE STRUCTURAL FILL MATERIAL.

20. RIM ELEVATIONS OF ALL STRUCTURES SHALL BE FLUSH WITH SURROUNDING GRADE

U.N.O.

21. TOPSOIL SHALL BE MINIMUM 4" DEEP IN GRASS AREAS AND 12" DEEP IN LANDSCAPED

AREAS.

22. FINISH GRADING MUST BE INSPECTED AND APPROVED BY ENGINEER AND MUST BE

FREE OF OBSTACLES, DEPRESSIONS, OR OTHER INCONSISTENCIES. ANY REGRADING

EFFORTS MUST BE COMPLETED AT CONTRACTOR'S EXPENSE.

23. REFER TO ARCHITECTURAL PLANS FOR ALL TIE-INS WITH BUILDING UTILITIES AND

RAIN WATER LEADERS. NOTIFY ENGINEER IF ANY DISCREPANCIES ARISE.

24. STORM PIPING STONE BACKFILL TO BE COMPLETED PER MANUFACTURER'S

SPECIFICATION, BUT MUST NOT BE LESS THAN 12" OVER PIPING IN TURF AREAS AND

FULL DEPTH UNDER PAVEMENT.

25. CONTRACTOR SHALL COMPLETE ANY DEWATERING ACTIVITIES AT THE

CONTRACTOR'S EXPENSE. DEWATERING MUST BE PERFORMED IN THE PRESENCE OF

GROUNDWATER INTRUSION.

26. ANY SUMPS IN STORMWATER STRUCTURES SHALL BE FILLED WITH CONCRETE TO

INVERT ELEVATION SPECIFIED.

= DRAINAGE ARROW

C005

09 15

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S F

S F

S F

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

EXISTING PARK BOUNDARY RD

EXISTING 18" STORM LINE

EXISTING ROADBED

TO REMAIN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO:

TITLE OF SHEET:

DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HMB

FRANKFORT, KY

WALKER

ARCHITECTS,

GAINESVILLE, FL

MACA 323725,325833; MACA 323722,325832; MACA 323654,325833

DKB

DKB

C006

BGB

CEDAR SINK EPSC

NPS - MAMMOTH CAVE PARKING AND

ENTRY SIGN RENOVATIONS

BEFORE YOU DIG

The contractor is instructed to call 1-800-752-6007 to reach KY 811, the one-call system for information on the location of existing underground utilities. The call is to be placed a minimum of two (2) and no more than ten (10) business days prior to excavation. The contractor should be aware that owners of underground facilities are not required to be members of the KY 811 one-call Before-U-Dig (BUD) service. The contractor must coordinate excavation with the utility owners, including those whom do not subscribe to KY 811. It may be necessary for the contractor to contact the County Court Clerk to determine what utility companies have facilities in the area.

10 LF OF 12" ADS HP STORM

@ 1.0% SLOPE

RIP RAP OUTLET PROTECTION,

SEE DETAIL SHEET

BIODEGRADABLE EROSION CONTROL

MATTING ON ALL SLOPES GREATER THAN 4:1,

SEE DETAIL SHEET

SILT FENCE J-HOOK,

SEE DETAIL SHEET

INLET PROTECTION,

SEE DETAIL SHEET

SILT FENCE, SEE DETAIL SHEET

SILT FENCE J-HOOK,

SEE DETAIL SHEET

NOTES:

1. NO VEGETATION OR CONSTRUCTION DEBRIS SHALL BE BURIED ON SITE

AND NO BURNING PITS SHALL BE PLACED IN FUTURE RIGHT - OF - WAY

OR LIKELY BUILDING LOCATIONS OR SANITARY SEWER EASEMENTS.

2. ALL DISTURBED AREAS THAT REMAIN INACTIVE FOR MORE THAN 21

DAYS SHALL BE STABILIZES BY SEEDING, SODDING MULCHING,

COVERING, OR BY OTHER EQUIVALENT EROSION CONTROL MEASURES

AS SOON AS PRACTICABLE, BUT IN NO CASES MORE THAN 14 DAYS

AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS

TEMPORARILY OR PERMANENTLY CEASED.

3. WHEN CONDITIONS PROHIBIT THE APPLICATION OF TEMPORARY, OR

PERMANENT SEEDING, NON-VEGETATIVE SOIL STABILIZATION

PRACTICES SUCH AS MULCHING AND MATTING SHALL BE USED, UNTIL

SUCH TIME AS CONDITIONS PERMIT.

4. INSTALL SLIT FENCES FOR CURB INLET PROTECTION AS INDICATED ON

SITE PLAN PRIOR TO ANY OTHER DISTURBANCES.

5. SLIT FENCE SHALL BE CLEANED/REPAIRED WHEN SLIT BUILDUP

REACHES 1/3 SLIT FENCE HEIGHT.

6. PERFORM ROUGH GRADING OPERATION AS INDICATED ON

CONSTRUCTION DRAWINGS.

7. REDISTRIBUTE TOPSOIL AND SOW GRASS SEED IMMEDIATELY AFTER

SPREADING TOPSOIL.

8. MAINTAIN ALL EROSION CONTROL DEVICES IN FULLY FUNCTIONAL

CONDITION UNTIL 90% OF THE CONTRIBUTING WATERSHED IS BUILT

OUT AND/OR VEGETATIVE IS ACHIEVED. AT SUCH TIME THAT ALL SLIT

FENCE MUST BE REMOVED, PROPERLY REGRADE AND SEED THESE

AREAS.

9. ALL INSTALLED BMP MEASURES MUST BE INSPECTED EVERY 7 DAYS

AND / OR WITHIN 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5”.

AN INSPECTION LOG SHALL BE KEPT ON SITE AND MADE AVAILABLE

FOR REVIEW.

10. THE FOLLOW GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED

ONSITE DURING THE CONSTRUCTION PROJECT:

· AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT

REQUIRED TO DO THE JOB

· PRODUCTS AND MATERIALS WILL BE STORED AWAY FROM THE

SURFACE DRAINAGE SYSTEM.

· ALL MATERIALS STORED ONSITE WILL BE SORTED IN A NEAT,

ORDERLY MANNER IN THEIR IN THEIR APPROPRIATE CONTAINER

AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.

· PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH

THE ORIGINAL MANUFACTURE'S LABEL.

· SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

· MANUFACTURES RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL WILL BE FOLLOWED.

· THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE

PROPER USED AND DISPOSAL OF MATERIALS ONSITE.

· DUST WILL BE CONTROLLED BY WATER SPRAYED FROM A TANKER

TRUCK AS NEEDED DURING DRY WEATHER.

· ANY NEEDED DEWATERING SHALL BE FILTERED PRIOR TO RELEASE

ON THE SURFACE.

ROCK CHECK DAM,

SEE DETAIL SHEET

RIP RAP OUTLET PROTECTION,

SEE DETAIL SHEET

RIP RAP SPLASH BLOCK,

SEE DETAIL SHEET

C006

10 15

E E E E E E E E E E E E E E E E

846 847 848 849 850 851 852 853 854 855 856

853 854

2851850

3/14/2024

Feet

0 10 20

1" = 10' ON 24"x36" SHEET

NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE

PROJECT LIMITS FOR ANY SITE DEMOLITION AND SHALL BE

RESPONSIBLE FOR MAINTAINING ANY AND ALL WORK WITHIN THE

LIMITS OF THE WORK AS DESIGNATED. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY ENCROACHMENT BEYOND THE LIMITS AND

SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS,…