H

H

H

RELO

CA

TED W

RO

NG

RO

AD

(UN

PA

VED)

WRONG ROAD (UNPAVED)

SN

SN

SN

SN

SNSNSN

SN

SN

SN

SN

D

65

4

3 2 1

89

1011

12

1314

15

1617

1819

20

23

22

21

24252627

28

29

3031

32

3334

35

36

3738

39

40

414243

4445

46 7EDC

I

J

ULT. PART 77NONPRECISION APPROACHSURFACE (34:1 SLOPE)(10,000' L x 500' IW x 3,500' OW)VISIBILITY > 3/4 MILE

ULT. RPZ(1,000' L x 500' IW x 700' OW)VISIBILITY 1-MILE

ULT. RPZ(1,000' L x 500' IW x 700' OW)VISIBILITY 1-MILE

EXTENDED RUNWAY CENTERLINEULT. RUNWAY 18-36 (4,200' x 75')

ULT. PART 77 NONPRECISION APPROACHSURFACE (34:1 SLOPE)(10,000' L x 500' IW x 3,500' OW)VISIBILITY > 3/4 MILE

TRUE BEARING 184.2° / 4.2° M

C TEER STREET

1ST AVENUE

LIVE OAK DRIVE

GREA

T SW

AMP

ROAD

EXIST. AVGASTANK

SEE NOTE D

EXIST. 18 END EL. 84.8'TDZE (HIGH POINT)

EXTENDED RUNWAY CENTERLINE

EXIST.PAPI-2

EXIST.PAPI-2

EXIST. BEACON

JASPER COUNTYSECURED STAGING

AREA

JASPER COUNTYEMERGENCY

SERVICES

ULT. NON-AVIATION-RELATEDDEVELOPMENT (4.4 ACRES)

SEE NOTE B (TYP.)

SEE NOTE A (TYP.)

EXIST.ARP

ULT.BEACON

ULT.REIL

ULT. AWOSULT. AWOS CLEARANCEAREA (500' RADIUS)

AIRPORT ROAD

RUNWAY 36TDZE 81.8'

EXIST. END EL. 75.0'(LOW POINT)

EXIST.ELECTRICALVAULT

TAXIWAY A

ULT. FUELTANKSLOCATION

A3

WRONG ROAD

EXIST.REIL

WATERFEATURE (TYP.)

ULTIMATE THRESHOLD SITINGSURFACE (TSS) TYPE 4 (20:1 SLOPE)(10,000' L x 400' IW x 3,800' OW)

ULTIMATE THRESHOLD SITINGSURFACE (TSS) TYPE 4 (20:1 SLOPE)(10,000' L x 400' IW x 3,800' OW)

A4

LIGHTED WINDCONE& SEGMENTED CIRCLE

SEE NOTE E

REFER TO SHEET 12 OF 12 FOREXISTING EASEMENT ACQUISITIONINFORMATION WITHIN THIS AREA

REFER TO SHEET 11 OF 12 FOREXISTING EASEMENT ACQUISITIONINFORMATION WITHIN THIS AREA

265'

150'

400'

500'

200'

390'

145' 15

'

25'

200'

390'

300'

75' 79'

304'451' 400'93'

300'

300'

57'

105'

35'

131'TOFA

79'TSA

35' (TYP.)

25' (TYP.)

20'35'

35'

70'

SEE NOTE A (TYP.)

A2A1 A5

B C

B3

B2

B1

B

TAXIWAY A

60'

75'

60'

BA

F G H K L

M

N

O P Q

723'135'

(TYP.)

GRAYS HIGHWAY (278)

R R R R R R R R R

R R R R R R

R

SS

U

T

T

EXISTING THRESHOLD SITINGSURFACE (TSS) TYPE 3 (20:1 SLOPE)(1,500' L x 400' IW x 1,000' OW)

EXISTING THRESHOLD SITINGSURFACE (TSS) TYPE 3 (20:1 SLOPE)(1,500' L x 400' IW x 1,000' OW)

AIRPORTPROPERTY (TYP.)

AIRPORTPROPERTY (TYP.)

AIRPORTAVIGATIONEASEMENT (TYP.)

AIRPORTAVIGATIONEASEMENT (TYP.)

RIDGELAND-HARDEVILLEHIGH SCHOOL

RIDGELANDELEMENTARY SCHOOL

1" = 300' 1

AIRPORTLAYOUT PLAN

DRAWING

0 150' 300' 600'

SCALE IN FEET

MAG

NET

ICDE

CLIN

ATIO

N6°

58'

17"

WJA

NU

ARY

2014

ANN

UAL

RAT

EO

F CH

ANGE

0° 4

.7' W

SOU

RCE:

NAT

ION

ALGE

OPH

YSIC

AL D

ATA

CEN

TER

MAGNETIC

NTRUE

TYPE OF APPROACH TO RUNWAY END

LONGITUDE (NAD 83) LATITUDE (NAD 83)

DISPLACED THRESHOLD COORDINATES:

DISPLACED THRESHOLD ELEVATION

THRESHOLD SITING SURFACE (TSS) SLOPE / TYPEAPPROACH MINIMUMS

RUNWAY DESIGN CODERUNWAY WIDTH RUNWAY LENGTH

PAVEMENT STRENGTH:

EFFECTIVE GRADIENT (%)

CRITICAL AIRCRAFT

RUNWAY LIGHTING

TRUE BEARING

RSA DIMENSIONS (RUNWAY END)

OFZ DIMENSIONS (RUNWAY END)ROFA DIMENSIONS (RUNWAY END)

SINGLE WHEEL GEAR (LBS)

FAR PART 77 APPROACH CATEGORY

PAVEMENT SURFACE TYPE

PART 77 APPROACH SURFACE SLOPE

RUNWAY END COORDINATES:

RUNWAY MARKINGS

INNER WIDTHLENGTH

ACRESOUTER WIDTH

LONGITUDE (NAD 83)

RUNWAY PROTECTION ZONE:

LATITUDE (NAD 83)

TOUCHDOWN ZONE EL. (NAVD 88)RUNWAY END ELEVATION (NAVD 88)

PRIMARY SURFACE (FAR PART 77)

DISPLACED THRESHOLD DISTANCE

RUNWAY DATA TABLE

NAVAIDS

THIS AIRPORT LAYOUT PLAN IS HEREBY APPROVED

DATE:(SIGNATURE)

TITLE:

NAME:

AIRPORT SPONSOR APPROVAL

MAGNETIC DECLINATION (NOVEMBER 2013)

MEAN MAX. TEMP. (HOTTEST MONTH)

AIRPORT DATA

SERVICE LEVEL (NPIAS)

AIRPORT REFERENCE POINT

AIRPORT ELEVATION (AMSL) (NAVD88)

LONGITUDELATITUDE

AIRPORT DATA TABLEULTIMATE

AIRPORT IDENTIFIER

(NAD 83)

EXISTING

AIRPORT & TERMINAL AREA NAVAIDS

SAME

84.0'-

-RGL

DISPOSITION

LIST OF NON-STANDARD ITEMSDESCRIPTION DESIGN

STANDARDNON-STANDARD

CONDITION

PROPOSED ACTIONFAA STANDARDS

MODIFICATIONS OF DESIGN STANDARDSDESCRIPTION

NONE

EXISTING BUILDING TABLE

123456

DESCRIPTION

LEGENDULTIMATEEXISTING

PROPERTY LINE

BUILDINGS

PAVEMENT (RUNWAY | TAXIWAY)

RUNWAY MARKINGS

RSA

ROFA

NAVAIDS / LIGHTING

FENCE

BRL

N/APAVEMENT REMOVAL

OFZ

# DESCRIPTION

88.0'88.0'88.0'86.0'84.0'88.0'

PRIVATE HANGARPRIVATE HANGARPRIVATE HANGARPRIVATE HANGARPRIVATE HANGARPRIVATE HANGAR

ABCDEF

# DESCRIPTION

102.0'

110.0'

12-UNIT T-HANGAR

NEW TERMINAL (7,500 SF)

NO. EXISTING CONDITION DATE APPROVED

BEACON, PAPI-4,WINDCONE, GPS,

SEGMENTED CIRCLE,REILS, AWOS

GH

115.0'MAINTENANCE/FLIGHT (14,000 SF)I

115.0'LARGE HANGAR (10,000 SF)

GROUND CONTOURS N/A

7 84.0'PRIVATE HANGAR8 86.0'PRIVATE HANGAR9 88.0'PRIVATE HANGAR

ULTIMATE BUILDING TABLETOP

ELEVATIONTOP

ELEVATION

RUNWAY 36EXISTING ULTIMATE

RUNWAY 18-36ULTIMATEEXISTING

RUNWAY 18EXISTING ULTIMATE

B-II

184.2° / 4.2°BEECHCRAFT KING AIR 250

4,200'75'

MIRL

-0.24% / 0.24%

200' x 400'

300' x 150'300' x 500'

ASPHALT

30,000

500'

GPS

N/AN/AN/AN/A

13.770700'500'

1,000'

NONPRECISION

1-MILE

34:1NONPRECISION (C)

GPS

N/AN/AN/AN/A

13.770700'500'

1,000'

NONPRECISION

1-MILE20:1 / TYPE 4

34:1NONPRECISION (C)

PAPI-4, GPS, REILSPAPI-4, GPS, REILS

ALL WEATHER WINDROSE

WIND DATA SOURCE:BEAUFORT COUNTY AIRPORT (ARW) ASOS103,326 OBSERVATIONSPERIOD OF RECORD: (2003 - 2012)

IFR WINDROSE

WIND DATA SOURCE:BEAUFORT COUNTY AIRPORT (ARW) ASOS2,729 OBSERVATIONSPERIOD OF RECORD: (2003 - 2012)

THE CONTENTS DO NOT NECESSARILY REFLECTTHE OFFICIAL VIEWS OR POLICIES OF THE FAA.THE ACCEPTANCE OF THIS PLAN BY THE FAADOES NOT IN ANY WAY CONSTITUTE ACOMMITMENT ON THE PART OF THE UNITEDSTATES TO PARTICIPATE IN ANY DEVELOPMENTDEPICTED HEREIN NOR DOES IT INDICATE THATTHE PROPOSED DEVELOPMENT ISENVIRONMENTALLY ACCEPTABLE INACCORDANCE WITH PUBLIC LAWS.

FAA DISCLAIMERTO PROTECT OPERATIONAL SAFETY ANDULTIMATE DEVELOPMENT, ALL PROPOSEDCONSTRUCTION ON THE AIRPORT MUST BECOORDINATED BY THE AIRPORT OWNERWITH THE FAA AIRPORTS DISTRICT OFFICEPRIOR TO CONSTRUCTION. FAA'S REVIEWTAKES APPROXIMATELY 60 DAYS.

CONSTRUCTION NOTICE REQUIREMENT

10 88.0'PRIVATE HANGAR11 84.0'PRIVATE HANGAR12 88.0'PRIVATE HANGAR13 88.0'PRIVATE HANGAR14 92.0'PRIVATE HANGAR15 86.0'PRIVATE HANGAR

1020

NNE

30

40 NE

50

60

ENE70

80

90 E

100

110

ESE

120

130

SE140

150

SSE160

170180

S190

200SSW

210

220SW

230

240

WSW

250260

270W

280

290W

NW

300

310

NW 320330

NNW

340350 360

N

2827

2221

1716

11.4 .5 .4

.3.2

.1.1.1.1.2

.2.2

.1.1

.2.2.2.3.2.2.2.2

.3.3

.4.3.4.4.4

.3.2

.2.2 .1 .2 .3

+ ++

++

+

+

+

+

+

+

++

++

++++++

++

.1

.1

+

+

.1

.1

++

++

+ + +

+

++

+

+

+

+

+

++

++++

++

+

+

+

+

+

+

+

+

+

+

++

++

+

+

+

+

+

+

+

+

+

90.5

10KNOTS

1020

NNE

30

40 NE

50

60

ENE70

80

9010

011

0ES

E

120

130

SE140

150

SSE160

170180190200

SSW

210

220SW

230

240

WSW

250260

270

280

290W

NW

300

310

NW 320330

NNW

340350 360

2827

2221

1716

11.7 .4 .2

.4.3

.3.2.1.1

+.1

.1++.1.1.4.1.1

.1+

.1

.1.1.1

+

+.1 .2 .4 .7

+

.1+

.1++.2.1

.1+

+

.1 +

.1+

+

+

93.2

10KNOTS

E

S

W

N

16 86.0'PRIVATE HANGAR17 84.0'PRIVATE HANGAR18 84.0'PRIVATE HANGAR19 84.0'PRIVATE HANGAR20 81.0'STORAGE SHED21 94.0'PRIVATE HANGAR22 94.0'PRIVATE HANGAR23 96.0'PRIVATE HANGAR24 90.0'PRIVATE HANGAR

252627282930

# DESCRIPTION

88.0'87.0'87.0'94.0'94.0'88.0'

PRIVATE HANGARTERMINAL BUILDING

SHELTERPRIVATE HANGARPRIVATE HANGARPRIVATE HANGAR

31 78.0'PRIVATE HANGAR32 78.0'PRIVATE HANGAR33 98.0'PRIVATE HANGAR

TOPELEVATION

34 87.0'SQUADRON BUILDING35 86.0'ADMINISTRATION BUILDING36 85.0'T-HANGAR37 85.0'PRIVATE HANGAR38 85.0'PRIVATE HANGAR39 85.0'PRIVATE HANGAR40 98.0'PRIVATE HANGAR41 88.0'PRIVATE HANGAR42 90.0'PRIVATE HANGAR43 88.0'PRIVATE HANGAR44 82.0'PRIVATE HANGAR45 104.0'PRIVATE HANGAR46 88.0'PRIVATE HANGAR

DUAL WHEEL GEAR (LBS) 45,000

GENERAL NOTES:

1. BASE MAPPING SOURCE: OBTAINED FROM SOUTHCAROLINA AERONAUTICS COMMISSION (SCAC) AND1994 AIRPORT LAYOUT PLAN (ALP) UPDATE.

2. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEALEVEL (AMSL).

3. TAXIWAY DESIGNATIONS SHOWN REFLECT CURRENTCONDITIONS.

4. PACS AND SACS INFORMATION IS NOT AVAILABLE ATTHIS TIME.

PLAN REFERENCED NOTES:

A. BUILDING RESTRICTION LINE (BRL) ASSUMES AHEIGHT OF 20' ABOVE GROUND LEVEL (AGL).BUILDINGS LESS THAN 20' AGL COULD BE POSITIONEDCLOSER TO THE RUNWAY AND BUILDINGS TALLERTHAN 20' AGL WILL BE REQUIRED TO BE FURTHERFROM THE RUNWAY.

B. HOLDING POSITION MARKINGS FOR RUNWAY 18-36ARE 200' FROM RUNWAY CENTERLINE.

C. FOLLOWING THE CONSTRUCTION OF ULTIMATERUNWAY 18-36, RUNWAY 3-21 WAS CLOSED ANDCONVERTED TO TAXIWAY B.

D. EXISTING RUNWAY MARKINGS WERE REMOVED IN2019 IN CONJUNCTION WITH CLOSURE OF RUNWAY3-21.

E. EXISTING LIGHTED WINDCONE & SEGMENTED CIRCLETO BE REMOVED.

BUILDINGS (TO BE REMOVED / RELOCATED) N/A

J

115.0'LARGE HANGAR (10,000 SF)

NOTES:1. EXISTING BUILDING ELEVATIONS WERE CALCULATED BASED UPON THEIR ESTIMATED HEIGHT

ABOVE GROUND LEVEL OR OBTAINED FROM JASPER COUNTY LiDAR DATA COLLECTION, 2007.

RUNWAY 36

RUNWAY 18

10.5

KTS

13 K

TS

16 K

TS

20 K

TS

20 K

TS

16 K

TS

13 K

TS

10.5

KTS

RUNWAY 18

10.5

KTS

13 K

TS

16 K

TS

20 K

TS

20 K

TS

16 K

TS

13 K

TS

10.5

KTS

RUNWAY 3

RUNWAY 36

99.43%97.64%95.68%

WIND COVERAGE %

16 / 1813 / 15

10.5 / 12

99.87%20 / 23

RUNWAY18-36

CROSSWINDCOMPONENT

(KTS/MPH)

99.48%97.86%95.97%

99.89%

RUNWAY3-21

99.84%99.24%98.36%

WIND COVERAGE %

16 / 1813 / 15

10.5 / 12

99.92%20 / 23

RUNWAY18-36

CROSSWINDCOMPONENT

(KTS/MPH)

99.74%99.19%98.44%

99.92%

RUNWAY3-21

State Grant Number:

Date:

Scale: (24X36)

Drawing Name:

Project Name:

Division:

REVISIONS

Drawing Number:

Designer:

Technician:

Checked by:

Project Number:

NOTES:

SC1001-16

JUNE 2014

RIDGELAND AIRPORT (3J1)AIRPORT LAYOUT

PLAN UPDATE

RIDGELANDAIRPORT

RIDGELAND,SOUTH CAROLINA

K. HOLTK. MORRIS

J. MARTINEZ

PLANNING

13-004

NO.DESCRIPTION AND

ITEMS ADDED / REVISEDDATE

APPROVEDAPPROVED

BY

EASEMENT N/A

NOTES:1. ULTIMATE BUILDING TOP ELEVATIONS WERE

ESTIMATED BASED ON GROUND ELEVATION ANDESTIMATED BUILDING HEIGHTS.

AIRPORT REFERENCE CODE B-II

STATE AIRPORT CLASSIFICATION SC-III2,750'

250'

700'

2,250'

DETAIL A

THRESHOLD

KLMN

105'BOX HANGAR (3,600 SF)

OPQ

12-UNIT T-HANGAR12-UNIT T-HANGAR12-UNIT T-HANGAR12-UNIT T-HANGAR

102.0'102.0'102.0'102.0'110.0'LARGE HANGAR (8,000 SF)

LARGE HANGAR (8,000 SF)LARGE HANGAR (10,000 SF)

110.0'110.0'

LARGE HANGAR (10,000 SF)LARGE HANGAR (10,000 SF)LARGE HANGAR (10,000 SF)LARGE HANGAR (10,000 SF)LARGE HANGAR (10,000 SF)

115.0'115.0'115.0'115.0'115.0'

R110'LARGE HANGAR (6,000 SF)S105'BOX HANGAR (4,800 SF)T105'BOX HANGAR (5,600 SF)U

GENERAL AVIATION

84.0'

N 32° 29' 48.662"W 80° 59' 35.336"

3J1BEACON, PAPI-2,

WINDCONE,SEGMENTED CIRCLE,

REILS

B-II

SC-III

79.0'

6° 58' 17" W

B-II

184.2° / 4.2°BEECHCRAFT KING AIR 250

4,200'75'

MIRL

-0.24% / 0.24%

200' x 400'

300' x 150'300' x 500'

ASPHALT

30,000

500'

45,000

VISUAL

N/AN/AN/AN/A

13.770700'500'

1,000'

NONPRECISION81.8'84.8'

80° 59' 33.5372" W32° 30' 9.3857" N

VISUAL20:1 / TYPE 3

20:1VISUAL

PAPI-2, REILS

N/AN/AN/AN/A

13.770700'500'

1,000'

NONPRECISION78.0'75.0'

80° 59' 37.1345" W32° 29' 27.9385" N

PAPI-2, REILS

VISUALVISUAL

20:1 / TYPE 320:1

VISUAL

20:1 / TYPE 4

81.8'84.8'

80° 59' 33.5372" W32° 30' 9.3857" N

78.0'75.0'

80° 59' 37.1345" W32° 29' 27.9385" N

N 32° 29' 48.662"W 80° 59' 35.336"

NONE

www.holtconsultingco.com

2801 Devine Street, Suite 201

803.771.4658Columbia, SC 29205

CONSULTING COMPANY, LLC.

1AS-BUILT OF RUNWAY 18-36;CLOSURE OF 3-21; REVISEULTIMATE HANGAR LAYOUT