modifications of design standards airport sponsor …
TRANSCRIPT
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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