H RELOCATED WRONG ROAD (UNPAVED) WRONG ROAD (UNPAVED) SN SN SN SN SN SN SN SN SN SN SN D 6 5 4 3 2 1 8 9 10 11 12 13 14 15 16 17 18 19 20 23 22 21 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 7 E D C I J ULT. PART 77NONPRECISION APPROACH SURFACE (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 CENTERLINE ULT. RUNWAY 18-36 (4,200' x 75') ULT. PART 77 NONPRECISION APPROACH SURFACE (34:1 SLOPE) (10,000' L x 500' IW x 3,500' OW) VISIBILITY > 3/4 MILE TRUE BEARING 184.2° / 4.2° MC TEER STREET 1ST AVENUE LIVE OAK DRIVE GREAT SWAMP ROAD EXIST. AVGAS TANK SEE NOTE D EXIST. 18 END EL. 84.8' TDZE (HIGH POINT) EXTENDED RUNWAY CENTERLINE EXIST. PAPI-2 EXIST. PAPI-2 EXIST. BEACON JASPER COUNTY SECURED STAGING AREA JASPER COUNTY EMERGENCY SERVICES ULT. NON- AVIATION-RELATED DEVELOPMENT (4.4 ACRES) SEE NOTE B (TYP.) SEE NOTE A (TYP.) EXIST. ARP ULT. BEACON ULT. REIL ULT. AWOS ULT. AWOS CLEARANCE AREA (500' RADIUS) AIRPORT ROAD RUNWAY 36 TDZE 81.8' EXIST. END EL. 75.0' (LOW POINT) EXIST. ELECTRICAL VAULT TAXIWAY A ULT. FUEL TANKS LOCATION A3 WRONG ROAD EXIST. REIL WATER FEATURE (TYP.) ULTIMATE THRESHOLD SITING SURFACE (TSS) TYPE 4 (20:1 SLOPE) (10,000' L x 400' IW x 3,800' OW) ULTIMATE THRESHOLD SITING SURFACE (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 FOR EXISTING EASEMENT ACQUISITION INFORMATION WITHIN THIS AREA REFER TO SHEET 11 OF 12 FOR EXISTING EASEMENT ACQUISITION INFORMATION 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.) A2 A1 A5 B C B3 B2 B1 B TAXIWAY A 60' 75' 60' B A 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 S S U T T EXISTING THRESHOLD SITING SURFACE (TSS) TYPE 3 (20:1 SLOPE) (1,500' L x 400' IW x 1,000' OW) EXISTING THRESHOLD SITING SURFACE (TSS) TYPE 3 (20:1 SLOPE) (1,500' L x 400' IW x 1,000' OW) AIRPORT PROPERTY (TYP.) AIRPORT PROPERTY (TYP.) AIRPORT AVIGATION EASEMENT (TYP.) AIRPORT AVIGATION EASEMENT (TYP.) RIDGELAND-HARDEVILLE HIGH SCHOOL RIDGELAND ELEMENTARY SCHOOL 1" = 300' 1 AIRPORT LAYOUT PLAN DRAWING 0 150' 300' 600' SCALE IN FEET MAGNETIC DECLINATION 6° 58' 17" W JANUARY 2014 ANNUAL RATE OF CHANGE 0° 4.7' W SOURCE: NATIONAL GEOPHYSICAL DATA CENTER MAGNETIC N TRUE TYPE OF APPROACH TO RUNWAY END LONGITUDE (NAD 83) LATITUDE (NAD 83) DISPLACED THRESHOLD COORDINATES: DISPLACED THRESHOLD ELEVATION THRESHOLD SITING SURFACE (TSS) SLOPE / TYPE APPROACH MINIMUMS RUNWAY DESIGN CODE RUNWAY 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 WIDTH LENGTH ACRES OUTER 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) LONGITUDE LATITUDE AIRPORT DATA TABLE ULTIMATE AIRPORT IDENTIFIER (NAD 83) EXISTING AIRPORT & TERMINAL AREA NAVAIDS SAME 84.0' - - RGL DISPOSITION LIST OF NON-STANDARD ITEMS DESCRIPTION DESIGN STANDARD NON-STANDARD CONDITION PROPOSED ACTION FAA STANDARDS MODIFICATIONS OF DESIGN STANDARDS DESCRIPTION NONE EXISTING BUILDING TABLE 1 2 3 4 5 6 DESCRIPTION LEGEND ULTIMATE EXISTING PROPERTY LINE BUILDINGS PAVEMENT (RUNWAY | TAXIWAY) RUNWAY MARKINGS RSA ROFA NAVAIDS / LIGHTING FENCE BRL N/A PAVEMENT REMOVAL OFZ # DESCRIPTION 88.0' 88.0' 88.0' 86.0' 84.0' 88.0' PRIVATE HANGAR PRIVATE HANGAR PRIVATE HANGAR PRIVATE HANGAR PRIVATE HANGAR PRIVATE HANGAR A B C D E F # 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 G H 115.0' MAINTENANCE/FLIGHT (14,000 SF) I 115.0' LARGE HANGAR (10,000 SF) GROUND CONTOURS N/A 7 84.0' PRIVATE HANGAR 8 86.0' PRIVATE HANGAR 9 88.0' PRIVATE HANGAR ULTIMATE BUILDING TABLE TOP ELEVATION TOP ELEVATION RUNWAY 36 EXISTING ULTIMATE RUNWAY 18-36 ULTIMATE EXISTING RUNWAY 18 EXISTING 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/A N/A N/A N/A 13.770 700' 500' 1,000' NONPRECISION 1-MILE 34:1 NONPRECISION (C) GPS N/A N/A N/A N/A 13.770 700' 500' 1,000' NONPRECISION 1-MILE 20:1 / TYPE 4 34:1 NONPRECISION (C) PAPI-4, GPS, REILS PAPI-4, GPS, REILS ALL WEATHER WINDROSE WIND DATA SOURCE: BEAUFORT COUNTY AIRPORT (ARW) ASOS 103,326 OBSERVATIONS PERIOD OF RECORD: (2003 - 2012) IFR WINDROSE WIND DATA SOURCE: BEAUFORT COUNTY AIRPORT (ARW) ASOS 2,729 OBSERVATIONS PERIOD OF RECORD: (2003 - 2012) THE CONTENTS DO NOT NECESSARILY REFLECT THE OFFICIAL VIEWS OR POLICIES OF THE FAA. THE ACCEPTANCE OF THIS PLAN BY THE FAA DOES NOT IN ANY WAY CONSTITUTE A COMMITMENT ON THE PART OF THE UNITED STATES TO PARTICIPATE IN ANY DEVELOPMENT DEPICTED HEREIN NOR DOES IT INDICATE THAT THE PROPOSED DEVELOPMENT IS ENVIRONMENTALLY ACCEPTABLE IN ACCORDANCE WITH PUBLIC LAWS. FAA DISCLAIMER TO PROTECT OPERATIONAL SAFETY AND ULTIMATE DEVELOPMENT, ALL PROPOSED CONSTRUCTION ON THE AIRPORT MUST BE COORDINATED BY THE AIRPORT OWNER WITH THE FAA AIRPORTS DISTRICT OFFICE PRIOR TO CONSTRUCTION. FAA'S REVIEW TAKES APPROXIMATELY 60 DAYS. CONSTRUCTION NOTICE REQUIREMENT 10 88.0' PRIVATE HANGAR 11 84.0' PRIVATE HANGAR 12 88.0' PRIVATE HANGAR 13 88.0' PRIVATE HANGAR 14 92.0' PRIVATE HANGAR 15 86.0' PRIVATE HANGAR 10 20 NNE 30 40 NE 50 60 ENE 70 80 90 E 100 110 ESE 120 130 SE 140 150 SSE 160 170 180 S 190 200 SSW 210 220 SW 230 240 WSW 250 260 270 W 280 290 WNW 300 310 NW 320 330 NNW 340 350 360 N 28 27 22 21 17 16 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 10 KNOTS 10 20 NNE 30 40 NE 50 60 ENE 70 80 90 100 110 ESE 120 130 SE 140 150 SSE 160 170 180 190 200 SSW 210 220 SW 230 240 WSW 250 260 270 280 290 WNW 300 310 NW 320 330 NNW 340 350 360 28 27 22 21 17 16 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 10 KNOTS E S W N 16 86.0' PRIVATE HANGAR 17 84.0' PRIVATE HANGAR 18 84.0' PRIVATE HANGAR 19 84.0' PRIVATE HANGAR 20 81.0' STORAGE SHED 21 94.0' PRIVATE HANGAR 22 94.0' PRIVATE HANGAR 23 96.0' PRIVATE HANGAR 24 90.0' PRIVATE HANGAR 25 26 27 28 29 30 # DESCRIPTION 88.0' 87.0' 87.0' 94.0' 94.0' 88.0' PRIVATE HANGAR TERMINAL BUILDING SHELTER PRIVATE HANGAR PRIVATE HANGAR PRIVATE HANGAR 31 78.0' PRIVATE HANGAR 32 78.0' PRIVATE HANGAR 33 98.0' PRIVATE HANGAR TOP ELEVATION 34 87.0' SQUADRON BUILDING 35 86.0' ADMINISTRATION BUILDING 36 85.0' T-HANGAR 37 85.0' PRIVATE HANGAR 38 85.0' PRIVATE HANGAR 39 85.0' PRIVATE HANGAR 40 98.0' PRIVATE HANGAR 41 88.0' PRIVATE HANGAR 42 90.0' PRIVATE HANGAR 43 88.0' PRIVATE HANGAR 44 82.0' PRIVATE HANGAR 45 104.0' PRIVATE HANGAR 46 88.0' PRIVATE HANGAR DUAL WHEEL GEAR (LBS) 45,000 GENERAL NOTES: 1. BASE MAPPING SOURCE: OBTAINED FROM SOUTH CAROLINA AERONAUTICS COMMISSION (SCAC) AND 1994 AIRPORT LAYOUT PLAN (ALP) UPDATE. 2. ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL). 3. TAXIWAY DESIGNATIONS SHOWN REFLECT CURRENT CONDITIONS. 4. PACS AND SACS INFORMATION IS NOT AVAILABLE AT THIS TIME. PLAN REFERENCED NOTES: A. BUILDING RESTRICTION LINE (BRL) ASSUMES A HEIGHT OF 20' ABOVE GROUND LEVEL (AGL). BUILDINGS LESS THAN 20' AGL COULD BE POSITIONED CLOSER TO THE RUNWAY AND BUILDINGS TALLER THAN 20' AGL WILL BE REQUIRED TO BE FURTHER FROM THE RUNWAY. B. HOLDING POSITION MARKINGS FOR RUNWAY 18-36 ARE 200' FROM RUNWAY CENTERLINE. C. FOLLOWING THE CONSTRUCTION OF ULTIMATE RUNWAY 18-36, RUNWAY 3-21 WAS CLOSED AND CONVERTED TO TAXIWAY B. D. EXISTING RUNWAY MARKINGS WERE REMOVED IN 2019 IN CONJUNCTION WITH CLOSURE OF RUNWAY 3-21. E. EXISTING LIGHTED WINDCONE & SEGMENTED CIRCLE TO 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 KTS 16 KTS 20 KTS 20 KTS 16 KTS 13 KTS 10.5 KTS RUNWAY 18 10.5 KTS 13 KTS 16 KTS 20 KTS 20 KTS 16 KTS 13 KTS 10.5 KTS RUNWAY 3 RUNWAY 36 99.43% 97.64% 95.68% WIND COVERAGE % 16 / 18 13 / 15 10.5 / 12 99.87% 20 / 23 RUNWAY 18-36 CROSSWIND COMPONENT (KTS/MPH) 99.48% 97.86% 95.97% 99.89% RUNWAY 3-21 99.84% 99.24% 98.36% WIND COVERAGE % 16 / 18 13 / 15 10.5 / 12 99.92% 20 / 23 RUNWAY 18-36 CROSSWIND COMPONENT (KTS/MPH) 99.74% 99.19% 98.44% 99.92% RUNWAY 3-21 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 RIDGELAND AIRPORT RIDGELAND, SOUTH CAROLINA K. HOLT K. MORRIS J. MARTINEZ PLANNING 13-004 NO. DESCRIPTION AND ITEMS ADDED / REVISED DATE APPROVED APPROVED BY EASEMENT N/A NOTES: 1. ULTIMATE BUILDING TOP ELEVATIONS WERE ESTIMATED BASED ON GROUND ELEVATION AND ESTIMATED BUILDING HEIGHTS. AIRPORT REFERENCE CODE B-II STATE AIRPORT CLASSIFICATION SC-III 2,750' 250' 700' 2,250' DETAIL A THRESHOLD K L M N 105' BOX HANGAR (3,600 SF) O P Q 12-UNIT T-HANGAR 12-UNIT T-HANGAR 12-UNIT T-HANGAR 12-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' R 110' LARGE HANGAR (6,000 SF) S 105' BOX HANGAR (4,800 SF) T 105' BOX HANGAR (5,600 SF) U GENERAL AVIATION 84.0' N 32° 29' 48.662" W 80° 59' 35.336" 3J1 BEACON, 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/A N/A N/A N/A 13.770 700' 500' 1,000' NONPRECISION 81.8' 84.8' 80° 59' 33.5372" W 32° 30' 9.3857" N VISUAL 20:1 / TYPE 3 20:1 VISUAL PAPI-2, REILS N/A N/A N/A N/A 13.770 700' 500' 1,000' NONPRECISION 78.0' 75.0' 80° 59' 37.1345" W 32° 29' 27.9385" N PAPI-2, REILS VISUAL VISUAL 20:1 / TYPE 3 20:1 VISUAL 20:1 / TYPE 4 81.8' 84.8' 80° 59' 33.5372" W 32° 30' 9.3857" N 78.0' 75.0' 80° 59' 37.1345" W 32° 29' 27.9385" N N 32° 29' 48.662" W 80° 59' 35.336" NONE www.holtconsultingco.com 2801 Devine Street, Suite 201 803.771.4658 Columbia, SC 29205 CONSULTING COMPANY , LLC . 1 AS-BUILT OF RUNWAY 18-36; CLOSURE OF 3-21; REVISE ULTIMATE HANGAR LAYOUT