ATTACHMENT A ALP CJR-31 Update 07JUN21.pdf
PDF 5 MB Posted
- Attached to
- Airport Engineering Consultant Services
- Solicitation number
- 56838
- Issued by
- Culpeper County, Virginia
About this file
This document is an Airport Layout Plan (ALP) for the Culpeper Regional Airport in Culpeper, Virginia. The ALP was designed by Campbell & Paris Engineers and approved by the Culpeper County, the Virginia Department of Aviation, and the Federal Aviation Administration (Eastern Region). The ALP outlines the existing and future facilities at the airport, including runways, taxiways, lighting, hangars, and other infrastructure. The airport is currently classified as a General Aviation (GA) regional airport and is planned to be upgraded to accommodate C-II non-precision aircraft. The phased improvements include extending the primary runway to 6,000 feet, constructing additional hangars and apron areas, and relocating airport facilities and roadways.
The ALP provides detailed information on the existing and future runway characteristics, such as length, width, pavement strength, approach aids, and safety areas. It also includes a building table that identifies the existing and planned terminal, hangars, and other airport facilities. The improvements are planned to occur in four phases over a 20+ year period, with the near-term Phase I focusing on apron lighting, T-hangars, and pavement rehabilitation.
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| File | Type | Posted |
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| Airport Engineering Consultant Svc RFP AP241202.pdf |
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Text version
NNE
40 NE
EN
E
90 E
ES
E
SE140
SSE
170180
S
SSW
SW
W
SW
0W
0W
N W
NW 320
NNW
350 360
N
KNOTS
WIND COVERAGE:
95.0
.3 .1 .1
++++.2.3.3 .2
.1 .1
.1 .1 .1 .1 .2
.3 .2
.2 .3 .3 .5 .5
+ .1 +
99.77 %
NNE
NE
EN
E
90 E
ES
E
SE140
SSE
170180
S
SSW
SW
W
SW
0W
0W
N W
NW 320
NNW
350 360
N
KNOTS
WIND COVERAGE:
99.1
.1 .1 +
+.1+
+ .1 .2 .1
99.97 %
INSTRUMENT
METEOROLOGICAL
CONDITIONS
ALL WEATHER
CONDITIONS
RUNWAY 04/22 WIND COVERAGE:
20 KNOTS16 KNOTS13 KNOTS 10.5 KNOTS
ALL WEATHER 99.96% 99.77% 98.99% 97.98%
VFR 99.96% 99.74% 98.86% 97.72%
INSTRUMENT 99.99% 99.97% 99.90% 99.73%
CLOSED 100.00% 100.00% 100.00% 99.94%
SOURCE NATIONAL OCEANIC & ATMOSPHERIC
ADMINISTRATION
STATION CULPEPER, VIRGINIA
PERIOD OF RECORD 1999 - 2007
TOTAL OBSERVATIONS 71,258
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
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FLOOD PLAIN
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PROPLN
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PROPLN
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PROPLN
PROPLN
PROPLN
PROPLN
EX. HANGAR
STRM STRM
TREELN
TREELN
TREELN
TREELN
TREELN
TR
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TREELN
TREELN
TREELN
TR
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TREELN
TREELN
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TREELN
TREELN
TREELN
TREELN
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TREELN
TREELN
TREELN
TREELN
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AIR
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STATE ROUTE #786
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COBBS LEGION ROAD
STATE ROUTE 685
FLEETW
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DFUT. 40:1 TERPS DEPARTURE 0.I.S.
FUT. 34:1 PART 77 APPROACH SURFACE
BUSINESS COURT
FUT. 40:1 TERPS DEPARTURE O.I.S
FUT. 34:1 PART 77 APPROACH SURFACE
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105' 600' 300'
253'
1100'
100'
437'
400'
50'
1000'
490'300'
EX.
AWOS
RUNWAY LOW
POINT - 302.9 MSL
ROTATING
BEACON
RELOCATED
AWOS
(500' CLEAR
RADIUS REQUIRED)
FUTURE WINDCONE &
SEGMENTED CIRCLE
EXISTING HIGH
POINT - 316' ASML
ULTIMATE RW 04 END
LAT: 38°31'09.70"
LONG: 77°51'49.00"
315.3' MSL
ULTIMATE THRESHOLD
SITING SURFACE
NO OFZ PENETRATIONS
FUTURE ODALS
(PHASE II)
ULTIMATE RPZ
ARC C-II
NON PRECISION
≥ 1 MILE
500' X 700' X 1010'
ULTIMATE ARP
38°31'35.73" 77°51'31.15"
EX.
PAPI
RELOCATE
PAPI
PHASE II
RELOCATE
PAPI
PHASE III
RW SHIFTED 48'
EXTENDED TO 5,500' IN PHASE II
EXTENDED TO 6,000' IN PHASE IV
ULTIMATE RELOCATED
BEVERLY FORD RD.
EX.
LOCALIZER
FUTURE
PERIMETER
FENCE
PHASE 2 RW END:
LAT: 38°31'57.60"
LONG: 77°51'16.20"
317' MSL
ULTIMATE RW 22 END:
LAT: 38°32'01.95"
LONG: 77°51'13.27"
322.9' MSL
EX. RPZ
ARC B-II
NON-PRECISION
≥ 1 MILE
500' X 1,000' X 700'
FUTURE RPZ
ARC C-II
NON-PRECISION
500' X 1,700' X 1,010'
5,500' RW
FUTURE RPZ
ARC C-II
NON-PRECISION
500' X 1,700' X 1,010'
6,000' RW
RELOCATED
LOCALIZER
RELOCATE LOCALIZER
EQUIPMNT SHELTER
EX.
FLOODPLAIN
ULTIMATE EAST
PARALLEL TW
35' WIDTH
131' OFA
GROUP II TW
ULTIMATE
RW 6,000' X 100'
BEARING 28°07'45"
79' OFA
GROUP I
TAXILANE
115' OFA
GROUP II
TAXILANE
131' OFA
GROUP II TW
EX. RW 5,000' X 100'
BEARING 28°07'45"
115' OFA
GROUP II
TAXILANE
EX.
ARP
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5 9
10 10
LEGEND
DESCRIPTION EXISTING FUTURE
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
RUNWAY PROTECTION ZONE
TAXIWAY/TAXILANE OFA
AIRPORT REFERENCE POINT
FENCELINE
ARCHAEOLOGICAL SITES
WETLANDS
AVIATION EASEMENTS
MAGNETIC NORTH
10 8' WEST
DATUM 2009
(NOAA)
WIND ROSE
APPROVED
ALP
AIRPORT DATA TABLE
EXISTING ULITMATE
AIRPORT REFERENCE POINT
38°31'31.71" N 38°31'35.73" N
77°51'34.67" W 77°51'31.15" W
MEAN DAILY MAX TEMPERATURE 88.0° F SAME
WIND COVERAGE (ALL WEATHER) 98.99% SAME
AIRPORT MAGNETIC VARIATION
AND DATE
10° - 8' W
SAME
AIRPORT REFERENCE CODE B-II C-II
NPIAS SERVICE LEVEL GA SAME
STATE SERVICE ROLE GA REGIONAL SAME
TAXIWAY LIGHTING M.I.T.L. SAME
EST. AIRPORT ELEVATION 316' MSL 3229' MSL
AIRPORT NAVAIDS
ROTATING BEACH, AWOS, COMPASS CALIBRATION PAD,
LOCALIZER, PAPI, SEGMENTED CIRCLE, WINDCONES,
RUNWAY LIGHTS, REILS
HOLDING POSITIONS LOCATED 250' RUNWAY CL, 35' WIDE
NONSTANDARD CONDITIONS
RUNWAY END ID NON STANDARD CONDITION ACTION
RW 4 - -
RW 22 - -
NOTES
NO OBJECT FREE ZONE PENETRANTIONS
MODIFICATION OF STANDARDS
RUNWAY DATA TABLE
EXISTING ULITMATE
RUNWAY 04 RUNWAY 22 RUNWAY 04 RUNWAY 22
LATITUDE 38°31'09.94" N 38°31'53.48" N 38°31'09.70" N 38°32'01.95" N
LONGITUDE 77°51'49.56" W 77°51'19.77" W 77°51'49.00" W 77°51'13.27" W
RUNWAY ELEVATION 315.3' MSL 314.5' MSL 315.3' MSL 322.9' MSL
TOUCHDOWN ZONE ELEVATION 316' 315' 316' 322.9'
RUNWAY HIGH POINT 316' MSL 322.9' MSL
RUNWAY LOW POINT 302.9' MSL 302.9' msl
RUNWAY LENGTH/WIDTH 5,000' x 100' 6,000' x 100'
PAVEMENT DESIGN STRENGTH 40,000 LBS (DUAL WHEEL) 91,000 LBS (DUAL WHEEL)
PERCENT EFFECTIVE GRADIENT 0.0002% 0.0012%
RUNWAY SAFETY AREA DIMENSIONS 5,600' X 150' 8,000' X 500'
OBJECT FREE AREA DIMENSIONS 5,600' X 500' 8,000' X 800'
OBSTICAL FREE ZONE DIMENSIONS 5,400' X 400' 6,400' X 400'
CRITICAL AIRCRAFT FALCON 500/90 GULFSTREAM 250
EFFECTIVE RUNWAY LENGTH 5,000 6,000'
MAXIMUM GRADE WITHIN RUNWAY LENGTH 2.65% 0.8%
INSTRUMENT APPROACH AIDS
LOCALIZER LOCALIZER
GPS
FAR PART 77 CAT. NON-PRECISION
APPROACH VISUAL MINIMUMS ≥ 1.0 MI
MARKING NON-PRECISION
APPROACH SLOPE 34:1
PAVEMENT TYPE BITUMINOUS CONCRETE
RUNWAY LIGHTING M.I.R.L.
VISUAL APPROACH AIDS PAPI-4, REIL, WINDONE, ROTATING BEACON; RW 04 - ODALS
STAGE LENGTH 2,000 NAUTICAL MILES
OBSTACLE FREE ZONE PENETRATIONS NONE
DISPLACED THRESHOLD NONE
JUNE 2021
STATE No.
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AIP No.
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SHEET INDEX
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BUILDING TABLE
NO. DESCRIPTION
1 EXISTING TERMINAL/FBO
2 EXISTING CORPORATE HANGAR
3 CIVIL AIR PATROL
4 EXISTING FUEL FARM
5 EXISTING T-HANGARS (10-UNIT)
6 EXISTING T-HANGARS (13-UNIT)
7 FUTURE TERMINAL BUILDING
8 EXISTING T-HANGARS (13-UNIT) & EXECUTIVE HANGAR (6 UNIT)
9 FUTURE T-HANGARS (10-UNIT)
10 FUTURE T-HANGARS (12,500 SF)
11 FUTURE T-HANGARS (15,000 SF)
12 FUTURE 60' X 60' JET POD (3,600 SF)
APPROVAL
CULPEPER COUNTY
APPR:
DATE:
VIRGINIA DEPARTMENT OF AVIATION
APPR:
DATE:
FEDERAL AVIATION ADMINISTRATION
(EASTERN REGION)
APPR:
DATE:
APPROVAL SUBJECT TO COMMENTS AND RECOMMENDATIONS IN LETTER DATED:
FAA'S APPROVAL OF THIS AIRPORT LAYOUT PLAN (ALP) REPRESENTS ACCEPTANCE
OF THE GENERAL LOCATION OF FUTURE FACILITIES DEPICTED. DURING THE
PRELIMINARY DESIGN PHASE, THE AIRPORT OWNER IS REQUIRED TO RESUBMIT
FOR APPROVAL THE FINAL LOCATIONS, HEIGHTS, AND EXTERIOR FINISHES OF
STRUCTURES. FAA'S CONCERNS ARE OBSTRUCTIONS, IMPACT ON ELECTRONIC AIDS
AND ADVERSE EFFECT OF CONTROLLER VIEW OF AIRCRAFT APPROACHES AND
GROUND MOVEMENTS WHICH WOULD ADVERSELY AFFECT THE SAFETY,
EFFICIENCY OR UTILITY OF THE AIRPORT.
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RPZ RPZ
TOFA TOFA
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PHASING
DESCRIPTION SYMBOL
PHASE I 0-5 YEARS
PHASE II 6-10 YEARS
PHASE III 11-20 YEARS
PHASE IV 20+ YEARS
TO BE DEMOLISHED
EX
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