Loading...
HomeMy WebLinkAboutSDP201800084 Plan - Approved Minor Amendment 2019-08-22i FM o NO. CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA P'o�! SURFACE PARKINGEXPANSI O.N LIGHTING & LANDSCAPIN G/ AIRCRAFT APRON EXPANSION & LIGHTING MINIMUM SETBACK AND YARD REQUIREMENTS: AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS FOLLOWS: DIVISIONS BY RIGHT DIVISIONS BY SPECIAL USE REQUIREMENTS (AMENDED 8-14-85) PERMIT (AMENDED 8-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE 2.0 ACRES 2.0 ACRES MINIMUM FRONTAGE EXISTING 250 FEET 250 FEET PUBLIC ROADS MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS YARDS, MINIMUM: FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR 25 FEET 25 FEET PRIVATE ROAD) (AMENDED 11-13-91) SIDE 35 FEET 35 FEET REAR 35 FEET 35 FEET.:,.. 35 FEET MAXIMUM STRUCTURE HEIGHT 35 FEET (s 20-10.4, 12-10-80, 8-14-85; s 18-10.4, ORD. 98-A(1), 8-5-98; ORD. 08-18(1), 11-12-08) (COUNTY CODE 18-10.4) OWNER: CHARLOTTESVILLE-ALBEMARLE. AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973-8342 EXT. 105 ZONING: RA TAX MAP: 32 _ PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT USE. AIRPORT IMPERVIOUS COVER: ADDITIONAL: 4.00 A C REMOVED: 0.41 AC NET CHANGE. 3.59 A C THIS SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT r: REVISIONS BY I APP. I DATE E DELTA PROJECT NO. 17019 CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY x 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaairport.com - I SCALE: 1 " = 2000' now SHEET NO. TITLE G001-1 COVER SHEET . C101-1 GENERAL LAYOUT, CRITICAL SLOPES, & PROJECT NOTES C102-1 AIRPORT PROPERTY MAP C103-1 PROJECT LAYOUT & PARKING SUMMARY C107-1 PHASE 2 BORROW & WASTE SITE PLAN C108-1 PHASE 1 DEMOLITION, MILLING, REPAIR LAYOUT C109-1 PHASE 2 DEMOLITION, MILLING,REPAIR LAYOUT C110-1 PHASE 1 GEOMETRIC LAYOUT C111-1 PHASE 2 GEOMETRIC LAYOUT C130-2 EXISTING CONDITIONS C131-2 PHASE 1 AND 2 - INITIAL EROSION & SEDIMENT CONTROL PLAN C132-2 PHASE 1 AND 2 - FINAL EROSION & SEDIMENT CONTROL 'PLAN C133-2 GRADING & DRAINAGE PLAN C134-2 PHASE 1 - GRADING & DRAINAGE PLAN - ECONOMY LOT C135-2 PHASE 2 - GRADING & DRAINAGE PLAN - CONCRETE APRON C115-2 PRE DEVELOPMENT DRAINAGE MAP C116-2 ULTIMATE POST DEVELOPMENT DRAINAGE MAP C117-2 POST DEVELOPMENT SUB DRAINAGE MAP C201-2 STORM SEWER PROFILE C202-2 RETAINING WALL -PROFILE C501-2 EROSION & SEDIMENT CONTROL DETAILS C502-2 EROSION & SEDIMENT CONTROL & DRAINAGE DETAILS C503-2 DRAINAGE DETAILS C801-2 EROSION & SEDIMENT CONTROL NOTES C802-2 EROSION & SEDIMENT CONTROL NOTES S100-2 PHASE 2 RETAINING WALL FOUNDATION PLAN S200-2 PHASE 2 RETAINING WALL DETAILS S201-2 PHASE 2 RETAINING WALL SECTIONS E101-3 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS E102-3 PHASE 2 - SITE PLAN - PHOTOMETRICS - PART A E103-3 PHASE 3 - SITE PLAN - PHOTOMETRICS - PART B E104-3 PHASE 1 - ECONOMY LOT PLAN - PHOTOMETRICS DELTA AIRPORT CONSULTANTS, INC. �NLTH OF L O TRPIY J. SAUNDERS Lic. No 031974 �0 08/20/2019 ww ,(ONAL SDP2018-84 MINOR AMENDMENT SHEET NO. SUFFIX.,COMPANY NAME -1 DELTA AIRPORT CONSULTANTS, INC. -2 DRAPER ADEN ASSOCIATES -3 PACE COLLABORATIVE -4 ANHOLD ASSOCIATES . A P P 'jVt'b by the P-Alamarle County 00n*Unity Decilo;llmemt nopM111unt PA 3 �Pl = APRON/PARKING EXPANSION WPO NO. JOB NO. W P0201900013 17018/ 17019 DRAWN BY: SHEET PJW COVER SHEET DESIGNED BY: JDB G001ml CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: AS SHOWN JULY 2019 �i �i BENCHMARK SCHEDULE NUMBER DESCRIPTION NORTHING EASTING ELEVATION A 364 SURVEY CONTROL 3937852.910 11497138.568 617.5 CHO E SACS 3940408.748 11497730.060 612.0 - - - - - CHO F SACS 3935874.430 11495832.171 629.0 CHO H PACS 3938176.324 11496755.954 619.9 / X 155 1 SURVEY CONTROL 3936233.278 11494982.033 631.7 NOTE: INFORMATION OBTAINED FROM WWW.NGS.NOAA.GOV ON APRIL 4,2019. I / RUNWAY PROTECTION ZONE o 1,000' x 1,750' x 2,500' ELECTRICAL VAULT 0 ' QX155 GATE 15 GLIDE SLOPE - I RSA RSA - 1,000' FAR PART 77 PRIMARY SURFACE 30+00 _ BASELINE "R" _ 40+99- 50+00 RUNWAY 3-21 (6,801' x 150') - RSA n CHO H RSA TA/"A"--------------------- nncn LANDMARK y - �- 60+00 EXPAND AIR CARRIER APRON PHASE 2 - FALL 2019 250' ROTATING BEACON ASI ASI BASIN D E r� TEMPORARY CONSTRUCTION PART 77 APPROACH SURFACE ENTRANCE CEWTERY I 1,000' x 4,000' x 10,000' T I 34.1-9LOPE BORR / WASTE SITE POTENTIAL I. STOCKPILE SI LOCATION C N:3941682.3609 t.B ROFA«a.,. I, E: 11497903.5907 STA 78+01.00, 0.00, RT (BL "R•) RW 3 LOCALIZER -� RSA --- RSA RSA 'A ra h� �'j SIRE BULDING OF NOMINAL \ \ HNU l�m ru u7m7m171ON PAVED / i AC SS OAD. SEE 1HRlHNNHIIINlRfIHkfINII HH+f�+ll+lHfH+M 16-1. O c. CS EX ECONOMY PARK LOT PHASE 1 SUM ER 2019 PROJECT NOTES: CONSTRUCTION: 14. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 1. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAR, GENERAL: AIRPORT LIGHTING, ACCESS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR GRADING, OR OTHER CONSTRUCTION. 1. THE PROJECT NOTICE -TO -PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING IMMEDIATELY. IN -PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND 4. ALL SLOPES AND DISTURBED AREAS AREA TO BE FERTILIZED, SEEDED AND MULCHED. UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN 15. TOPSOIL SHALL BE STOCKPILED ONLY IN THE WASTE AREA SHOWN ON THE PLANS UNLESS EXECUTED BY ALL PARTIES. INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL), WHERE REASONABLY 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, NECESSARILY SHOVNN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF TO STABILIZE A DRAINAGE CHANNEL. STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM). THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TRAFFIC CONTROL DEVICES. 3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE APPROVED EQUIVALENT, SUSPECTED UNDERGROUND UTILITY. EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. - CLASS III. 4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE BORING INFORMATION WAS 2. THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES PRIOR TO INSTALLATION. ANY 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA PROVIDED BY: DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). S&MPRIOR TO INSTALLATION. 18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS 8646 W MARKET STREET, SUITE 105, GREENSBORO, NC 27409 3. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN INC. UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 646 (336) 288-7180 ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. PUBLIC SAFETY SHALL 19. MINOR ITEMS (I.E. SIGNS, SHRUBS, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE 5. FIELD SURVEY INFORMATION WAS PROVIDED BY: NOT BE COMPROMISED. SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 4. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE BARRICADES/ TRAFFIC CONTROL 20. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. NO SEPARATE PAY ITEM. ROUDABUSH AND GALE DEVICES DURING THE PROJECT. MULTIPLE RELOCATIONS OF BARRICADES/ TRAFFIC 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902 CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION 21. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH MAINTAINED ACCORDING TO MINIMUM STANDARDS AND 5PECWICATIONS OF THE VIRGINIA (434) 977-0205 OF BARRICADES/TRAFFIC DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN, NO SEPARATE PAY ITEM. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 SURVEY DATE: DECEMBER 2017 TYPICAL LOCATION. EROSION AND SEDIMENT CONTROL REGULATIONS. DRAINAGE: DRAPER ADEN AND ASSOCIATES 5. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 1030 WILMER AVENUE, SUITE 100, RICHMOND, VA 23227 WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE 1. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE THE FIRST STEP IN CLEARING. (804) 264-2228 ENGINEER AT NO ADDITIONAL COST TO THE OWNER. GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDIER THIS PROJECT. THE SURVEY DATE: JUNE 2016 CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 6. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL 6. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES ON THE SITE AT ALL TIMES. WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED REFERENCED ITEMS. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE 2. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE ROADWAYS. CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB (DROP INLETS SHALL BE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR WITH EACH OTHER AS ORDERED IO THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK 7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTIHERWISE NOTED. THE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL WILL INCIDENTAL MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS RE THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. PRIOR TO FABRICATION OF PROPOSED STRUCTURES. DETERMINED BY THE PLAN APPROVING AUTHORITY. REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING 8. THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S 3. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT THE COURSE OF THIS PROJECT. OPERATIONS. ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL 'TO OUTSIDE EDGE OF ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL U) T NO CONTRACTOR EMPLOYEE(S) SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF PROJECT. ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM FINAL STABILIZATION IS ACHIEVED. W STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE. THE PROJECT SITE OR AIRPORT PROPERTY. 9. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, O 8. DURING DEWATERING OPERATIONS, WATER WELL BE PUMPED INTO AN APPROVED _� SECURITY: GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP FILTERING DEVICE. a, DRAINAGE. THE CONTRACT OR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED AND 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 1. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER. OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR n N 2. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL b 10. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE BE MADE IMMEDIATELY. TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 5. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 3. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS 3 11. ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING MANDATORY. ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR 6. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 1:� PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR. MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED. STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. E 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON -SECURE 12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL 8E MAINTAINED ON A THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER p CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ZONING ORDINANCE SECTION 5.1.28. THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA THE CONTRACTOR MAY DESIGNATED REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE DEPARTMENT OF TRANSPORTATION. THIS PLAN AS DRAWN MAY NOT ACCURATELY 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF INCIDENTAL TO THE COST OF THE PROJECT. 13. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE THE CODE OF ALBEMARLE. o PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. n 5. THE CONTRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS. IF CORRECTIVE ACTIONS 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CURRENT SHALL BE LIMITED TO THE HOURS OF 7NAME. :OOAM TO 9:OOPM. L NO. REVISIONS BY APP. DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deItaaIrport.com - � V DELTA AIRPORT CONSULTANTS, INC. 90+ RSA EXTENTS OF EXISTING GRAVEL HAUL ROAD HAUL ROUTE ESCORTED I I BY AIRPORT STAFF r---� w ! - �zui RUNWAY PROTECTION ZONE 0' ' ' lU 1,000x 1,425x 1,700 rE RT. 0 C Y / U 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET (BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVfELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERWANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROIL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUIILDING OR OTHER PORTION OF THE PROPERTY. 1T TEMPOR)ARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE ATr 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX( OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/fACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED ,AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH 1S TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30) DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR BUILDING INSPECTION 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 3. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 4. ALL ROOF DRAINAGE SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. �� p,LTH pF G T J'SAUNDERS y Lic. No 031974 �0 08/20/2019 SIONA L L \ LEGEND ,kBM-X BENCHMARK LOCATION CSA CONTRACTOR STAGING AREA �.y CONTRACTOR HAUL ROUTE O O ALBEMARLE COUNTY STREAM BUFFER EXISTING FENCE EXISTING GLIDE SLOPE CRITICAL AREA EXISTING LOCALIZER CRITICAL AREA EXISTING PART 77 APPROACH SURFACE - - EXISTING AIRPORT PROPERTY LINE EXISTING RUNWAY OBJECT FREE AREA EXISTING RUNWAY PROTECTION ZONE EXISTING RUNWAY SAFETY AREA \!-^1 PROPOSED CONSTRUCTION CRITICAL SLOPES STEEP SLOPES - MANAGED STEEP SLOPES - PRESERVED CRITICAL SLOPES PER ALBEMARLE COUNTY GIS (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) 400 0 400 800 SCALE: 1 "=400' FEET APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 GENERAL LAYOUT, CRITICAL DRAWN BY: PJW SHEET SLOPES, & PROJECT NOTES DESIGNED BY: JDB C10101 CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: D q 1" = 400' JULY 2019 i3011 Lu 0 } 3 a b Z 0 9°52' W (2004) MAGNETIC DECLINATION l GENERAL NOTES 1. BUILDING LOCATIONS DEPICTED BASED ON EXISTING TOPOGRAPHIC/PLANIMETRIC INFORMATION AND ARE SHOWN FOR GENERAL REFERENCE ONLY. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THE PARCELS ARE SUBJECT TO ANY EASEMENTS OF RECORD AND OTHER PERTINENT FACTS THAT A TITLE REPORT MIGHT DISCLOSE. 3. ALL DEED BOOK, WILL BOOK, AND PARTNERSHIP BOOK REFERENCES ARE TO THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. 4. THIS BOUNDARY SURVEY DOES NOT INCLUDE A PARCEL KNOWN AS "HAZARD EXISTING FENCE BEACON ON APEX OF PINEY MOUNTAIN", CONTAINING 0.96 ACRE, AS SHOWN ON SHEET 2 OF 2 OF "CHARLOTTESVILLE-ALBEMARLE AIRPORT, EXHIBIT A, - - EXISTING AIRPORT PROPERTY LINE COMPOSITE PLAT", DATED DECEMBER 10, 1986 BY ROUDABUSH, GREENE, & GALE, INC. SAID PARCEL IS ALSO KNOWN AS PARCEL 18A ON ALBEMARLE COUNTY TAX MAP 20. PROPERTY RELEASED -- - - PROPOSED AIRPORT PROPERTY LINE BY CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY IN 1992. ----------------- INTERIOR PARCEL LINES 5, THIS PROPERTY IS IN FLOOD ZONE C; IT IS NOT IN A H.U.D.-DEFINED 100 YEAR FLOOD PLAIN. - - - - ADJACENT PARCEL LINES 6. THIS MAP HAS BEEN COMPILED FROM PRIOR SURVEYS AND HISTORICAL DATA. - - - - - - - EXISTING UTILITY EASEMENT EXISTING AVIGATION EASEMENT v p O ^' A r; 32 33 I I i �ry L - - - N2Y4622•E 2731.96 L210 --- -- I � I , I , 1 , r I , I , 1 ; I � I I , o I , ' I 1 A i A E TERY t ' CEMETERY ROTATING BEACON-\ CT:7 E $TI G ASOS �• � , � � s.29' � N22'0318'E 1341.46 � h J • ��� � ROUTE 743 � - a � .L363 \;1• L15 ; 12 7 TRANSACTION NOTES 5s3 ___1B o th 31 1. AIRPORT PROPERTY OWNERSHIP WAS INITIALLY HELD JOINTLY BY THE CITY OF - CHARLOTTESVILLE AND ALBEMARLE COUNTY. ALL AIRPORT PROPERTY AS OF • � o � 3 _10, cI FEBRUARY 2, 1975 (APPROXIMATELY 604 ACS. FEE PLUS EASEMENTS) WAS 60 i TAXIWAY "B" AY "G"' TRANSFERRED TO THE CHARLOTTESVILLE-ALBEMARLE AIRPORT BOARD. THIS d L---'----"- - TAXIWAY "D"f� , I I '* , ! TAjCIWAY "F" ' TRANSACTION IS RECORDED IN DB 607/0036, ALBEMARLE COUNTY, VA. 56 Q ° t S O------ '------ r -- r- 14 TAXIWAY "C" -; ------------------I TAXIWAY "E" 2. ON OCTOBER 3, 1984, ALL AIRPORT PROPERTY (APPROXIMATELY 611 ACS. FEE i __ / PLUS EASEMENTS) WAS TRANSFERRED TO THE TAXIWAY H - ---- ___ - CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY. THIS TRANSACTION IS o � , -- • �^� � � � 42 � TAXIWAY "J" _- x ° RECORDED IN DB 818/210, ALBEMARLE COUNTY, VA. 3 9 58 ' 2 ///��\\ I 10 -"- "-- - , 7 2 \ � `a,1t• 8 ,...• 11 80 1 � l,-___'rl � \ L� i I T1T1T1T1T11 , 2 i 5� 51 (20') ` (20') � (20') � 3. EASEMENTS HELD ON PARCELS LATER ACQUIRED BY THE GOVERNING BODY-'--- -c'N244q�p��l,�`=� d OF THE AIRPORT ARE NOT DEPICTED ON THE PROPERTY MAP IF THE PARCEL IS L403 tss NOW OWNED BY THE AIRPORT AUTHORITY. SEE TRANSACTION TABLES FOR N2204tt"E u52` -z�-- DETAILS OF EASEMENTS PREVIOUSLY HELD.j8 �� Lao2 / �, 8 4 5 NHS __ Nzzoa3a•e N ° 4-t ' 2. E NZS°33'36.58•E � 56- 8 9 L. - EXISTING PRO .. i 0 TAX MAP / DBJPAGE PREVIOUS OWNER ACREAGE DATE. GRANT NO. OR PURPOSE OF ACQUISITION 10 a •' F. NO. PARCEL NO. R FEE CUM. EASEMENT PURCHASE INFO. EASEMENT TYPE IfI � � _ - � 10 I 1 • 1 ��H1h� 5 - ° , � ��♦ `� � / �/ �^ iry� 'WWMM �° -%- 15 9 62 1 32/56 298/87 Titus Pankey, Jr. 73.750 73.750 10125/1951 FAAP 9-44-016-0301 Initial Airport Construction s °•V Z��' u � �� 2 297-491 E.T. Muse 22.100 95.850 10/26/19i51 FAAP 9-44-016-0301 Initial Airport Construction aftP •� o° �s �y�• �� • 3 298-115 Manda Frazier 5.250 101.100 11/19/19151 FAAP 9-44-016-0301 Initial Airport Construction (vtOBILE°HOME PARK l � st � �, [r � o °ao o•,Lt4sL - 4 32l57 298/316 Viola Grigsby 5.270 106.370 12/26/19151 FAAP 9-44-016-0301 Initial Airport Construction 34� 5 32/49 299/540 Francis Brown 9.690 116.060 2/25/1952 FAAP 9-44-016-0301 Initial Airport Construction_49701• � 6 32/49A 300/273 Carrie Watts, et al. 5.380 121.440 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction Q 0 5 o 7 300/255 Dirk Dehooge 17.290 138.730 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction �� ,r-` co 11 O 8 32/56A 300/267 Elmer McClammer, et al. 162.040 300.770 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 60 20 (� 9 32l49G 300l270 Garland Robbins 6.970 307.740 4l13l1952 FAAP 9-44-016-0301 Initial Airport Construction 61 O' 10 300/257 McKinley Goggins, et al. 28.170 335.910 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 500 0 500 1000 11 32/49C 300/264 McKinley Goggins, et al. 10.120 346.030 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction � 4 f 12 300-261 McKinley Goggins, et al. 5.880 351.910 4l13/1952 FAAP 9-44-016-0301 Initial Airport Construction 13 32/49F 300-276 Ross Lillard, et al. 32.200 384.110 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction SCALE: 1 "=500' FEET o0o�13'ss•E 18 1 - CUM. 14 300/390 Specialties, Inc. 97.260 481.370 5128/195i2 FAAP 9-44-016-030 Initial Airport Construction 15 31/23 304/487 Edward Morris Chisholm 1.500 482.870 3/2/195:3 FAAP 9-44-016-0301 Initial Airport Construction 16 31/23 304/487 Edward Morris Chisholm 13.670 496.540 3/2/195:3 FAAP 9-44-016-0301 Initial Airport Construction 17 31l23 3041487 Edward Morris Chisholm 0.00 20.490 20.490 312/1953 FAAP 9-44-016-0301 Flight &Utility Easement 18 304l397 Henry Garrison 4.200 500.740 4/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 19 307/378 Specialties, Inc. 3.240 503.980 4/19/195i3 FAAP 9-44-016-0301 initial Airport Construction 20 32/57A 309/216 G. C. Spencer 84.300 588.280 2/1/195,4 FAAP 9-44-016-0301 Initial Airport Construction 21 309/216 G. C. Spencer 3.220 591.500 2/1l195�4 FAAP 9-44-016-0301 Initial Airport Construction 22 32/61 309/366 Aubrey Blakey 0.00 0.530 21.020 2/25/195i4 FAAP 9-44-016-0301 Flight &Clearing Easement 23 31/54 309/385 Pleasant Grove Baptist Church 0.00 1.020 22.040 3/10/195i4 FAAP 9-44-016-4301 Flight &Clearing Easement 24 31/55 310/451 Henry Garrison 0.00 5.280 27.320 5/15/1954 FAAP 9-44-016-0301 Flight &Clearing Easement 25 311t288 Emma Cook, et al. 11.460 602.960 6/30/195�4 FAAP 9-44-016-0301 Initial Airport Construction 26 31/66 314/437 John S. Battle Jr. 1.940 604.900 1/19/1955 FAAP 9-44-016-0301 Initial Airport Construction 27 20/18A 314-555 Charles Durrer 0.960 605.860 1/20/195,5 Piney Mountain Obstruction Light 28 32161 549l118 Aubrey Blakey 0.00 0.590 27.910 4/19l197:4 ADAP 8-51-0004-01 Flight Easement 29 46l1 550/409 Rosalee Branham Haught 0.00 7.600 35.510 5/14/197�4 ADAP 8-51-0004-01 Flight Easement 30 32/60A 553l491 Eva Kennedy 0.00 1.000 36.510 6/10/197�4 ADAP 8-51-0004-01 Flight Easement 31 45/51 569/485 John Groundwater 0.140 606.000 3/14/197i5 ADAP 8-51-0004-01 MALSR Installation 32 45/51 569/485 John Groundwater 0.00 2.670 39.180 3/14/1975 ADAP 8-51-0004-01 Flight Easement 33 31/55 5931312 June Gray 2.590 608.590 4l23/19716 ADAP 8-51-0004-01 MALSR Installation 34 31/55 593/312 June Gray 0.00 5.200 44.380 4/23/19716 ADAP 8-51-0004-01 Flight &Clearance Easement 35 45/51A 612/68 Wilbur Clarkson 0.00 1.860 46.240 1/6/1977 ADAP 8-51-0004-01 Flight Easement 36 32/60B 613198 Clarence Johnson 0.00 2.710 48.950 1/24/1977 ADAP 8-51-0004-01 Flight Easement 37 31/23 645/215 Edward Morris Chisholm 0.00 4.900 53.850 4l19/1978 Non -Federal Flight, Clearing, Grading, &Obstruction Easement 38 31/23 645/215 Edward Morris Chisholm 0.00 3.590 57.440 4/19/1978 Flight, Clearing, Grading, &Obstruction Easement 39 31/23 6451215 Edward Morris Chisholm 0.00 12.970 70.410 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, &Obstruction Easement 40 31/23 645/215 Edward Morris Chisholm 0.00 14.290 84.700 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, &Obstruction Easement 41 32/10A 781/94 Ross Krum 3.980 612.570 11/4/1983 Airport Development 42 32/48 820/143 James Hahn 0.00 0.227 84.927 10/24/1984 Non -Federal Flight &Clearing Easement 43 820/139 VA Department of Transportation 0.00 0.007 84.934 11/19/1984 Non -Federal Avigation Easement 44 32/9C 863/1 Crutchfield Corp. 4.630 617.200 12/20/1985 Airport Development 45 32/9C 863/1 Crutchfield Corp. 0.00 7.610 92.544 12/20/1985 AIP 3-51-0004-02 Avigation Easement 46 32/10 1139/42 VA Department of Transportation 0.00 0.143 92.687 2/4/1991 Avigation Easement 47 20/18A 1247/418 USA 0.00 0.960 93.647 8/21/1992 Piney Mountain Obstruction Light 48 32/10 1261/164 VA Department of Transportation 0.00 0.027 93.674 10/16/1992 Avigation Easement 49 32/10 1261/168 VA Department of Transportation 0.00 0.072 93.746 10/1611992 Avigation Easement 50 32/19B 1276l217 Jefferson National Bank 0.930 618.130 12/9/1992 SR 606 Construction 51 1337/52 VA Department of Transportation 0.00 21.509 115.255 8/27/1993 Avigation Easement 52 32/56 1434/440 United Land 0.00 0.025 115.280 10/7/1994 Avigation Easement 53 32/10 1447/350 VA Department of Transportation 0.00 2.481 117.761 12/22/1994 Avigation Easement 54 32/9J1 1489/713 James &Rosalind Tirrel 0.423 618.553 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 55 32/9H 1489/713 James &Rosalind Tirrel 0.413 618.966 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 56 32/9 1541/465 Kenneth L. &Gay N. Loftin 0.189 619.155 6/4/1996 AIP 3-51-0004-15 Runway 21 RPZ 57 32/9J 1568/553 Emily Sanford &Nancy Wilbert 0.435 619.590 6/11/1996 AIP 3-51-0004-15 Runway 21 RPZ 58 32/606 1616/181 Pyllis K. Johnson Rush 2.710 622.300 -2.710 115.051 6/3/1997 AIP 3-51-0004-25 Runway 3 RPZ 59 45/51 1647/500 Wilbur L. Clarkson 2.450 624.750 -2.670 112.381 10/10l1997 AIP 3-51-0004-25 Runway 3 RPZ 60 31/55A 1738/292 Barry &Linda McLane 4.184 628.934 -5.280 107.101 8/24/1998 AIP 3-51-0004-25 Runway 3 RPZ 61 31/27A 1813/108 Teledyne Ind. 11.451 640.385 $/7/1999 Non -Federal Airport Development 62 32/60A 1880/476 Myriel E. Heath, et al. 1.000 641.385 -1.000 106.101 12/15/1999 Non -Federal Runway 3 RPZ 63 31155 1920/569 Barry &Linda McLane 3.001 644.386 5/24/2000 Non -Federal Runway 3 RPZ 64 32/176 1944/541 Crutchfield Corp. 0.426 644.812 8/7(2000 Non -Federal SR 606 Construction 65 32/49 1955/712 George or Louise Geer 0.470 645.282 9/13/2000 Non -Federal SR 606 Construction 66 32l49G 19551720 George Geer 0.002 645.284 9/21/2000 Non -Federal SR 606 Construction 67 32/49A 1955/720 George Geer 0.102 645.386 9/21/2000 Non -Federal SR 606 Construction 68 32149H 19691359 Monty &Donna Geer 0.015 645.401 11/13/2000 Non -Federal SR 606 Construction 69 45/51A 2180-438 Loraine Blackburn 2.100 647.501 -1.870 104.231 4/1/2002 AIP 3-51-0004-28 Runway 3 RPZ 70 45/50G(5) 2181/436 Thomas &Marianna Keithley 1.219 648.720 4/11/2002 AIP 3-51-0004-28 Runway 3 RPZ 71 32/61 Aubrey Blakey 1.258 649.978 -1.120 143.111 1/9/2003 AIP 3-51-0004-28 Runway 3 RPZ 72 32/10 2263/32 VA Department of Transportation 0.00 5.017 108.128 9/3/2002 Avigation Easement 73 32/10 2353/643 VA Department of Transportation 4.109 654.087 9/3l2002 Right-of-way Release 74 45/50G(2) 2353/472 Mary M. Lane 0.010 654.097 1!812003 AIP 3-51-0004-28 SR 743 Construction 75 45/50G(4) 2353/478 Robert &Paula Frazier 0.070 654.167 1/8/2003 AIP 3-51-0004-28 SR 743 Construction 76 31/23 2804/25 Mary Jane Chisholm, Trustee 20.857 675.024 -8.640 99.488 7/26/04 AIP 3-51-0004-28 Runway 3 RPZ & SR 743 Right-of-way 77 31/23 2804/25 Mary Jane Chisholm, Trustee 0.00 3.540 103.028 7/26/04 AIP 3-51-0004-28 Temporary Construction Easement 78 32/60 2990/614 W. J. Kennedy Estate 5.320 680.344 6/2/05 AIP 3-51-0004-28 Runway 3 RPZ 79 45/52 3340/533 River Heights Associates, L.P. 0.269 680.613 12/20/06 Runway 3 RPZ, Previous Parcel 6 80 46/1 3340/533 River Heights Associates, L.P. 9.203 689.816 12/20/06 Runway 3 RPZ, Previous Parcel 6A 81 31/54 3762/358 Pleasant Grove Baptist Church 1.665 691.481 6/30/09 Runway 3 RPZ, Previous Parcel 6B 82 31l27A 3762/358 Charlottesville -Albemarle Airport Authority (-2.000) 689.481 6/30109 Exchange for Parcel 81, Pleasant Grove Baptist Church re REVISIONS BY APP. DATE �] AREA DATE TERM REF. NO. LESSEE DB/PA1GE TYPE (ACRES) RECORDED (YEARS) PURPOSE 1 VA Electric &Power Co. 284068 Utility 5/16/1949 Power 2 VA Electric &Power Co. 288/49 Utility 11/29l1949 Power 3 30/262 Reserved 0.200 4/13/1952 Cemetery 4 Francis Augustus &Hattie Brown 2991541 Reserved 0.100 4/13(1952 Cemetery $ Heirs of Richard &Eliza Thompson 311/289 Reserved 0.250 6/30/1954 Cemetery 6 VA Electric &Power Co. 313/489 Utility 8/1611954 Power 7 Central Telephone Co. 315162 Utility 10/15(1954 Telephone 8 Jacob R. & Lutie Via 314/4;38 Reserved 0.100 1/19/1955 Cemetery 9 VA Electric &Power Co. 319/3E92 Utility 10/20/1955 Power 10 Central Telephone Co. 354/324 Utility 11120l1959 Telephone 11 VA Electric &Power Co. 473/2119 Utility 3/6/1970 Power 12 Central Telephone Co. 536/$i3 Utility 6/28/1973 Telephone 13 VA Electric &Power Co. 561/1CO2 Utility 6/13/1974 Power 14 VA Electric &Power Co. 589/3f85 Utility 2/20/1976 Power 15 Central Telephone Co. 59515402 Utility 512411976 Telephone 16 Central Telephone Co. 595/5414 Utility 5/24/1976 Telephone 17 Central Telephone Co. 680/137 Utility 9/7/1979 Telephone 18 Jay Gatten 736/109 Utility 3/31/1982 Utility Easement 19 Central Telephone Co. 747/5116 Utility 9/13/1982 Telephone 20 VA Electric &Power Co. 795/168 Utility 4/13/1984 Power 21 Albemarle County Service Authority 8381235 Utility 5/24/1985 Water/Rte 606 22 VA Electric &Power Co. 852/282 Utility 9/20/1985 Power 23 VA Electric &Power Co. 852/2835 Utility 9/20/1985 Power 24 Central Telephone Co_ 867/718 Utility 2/5/1986 Telephone 25 Albemarle County 871/4415 Utility 3/24/1986 Utility Easement 26 Albemarle County Service Authority 879/610 Utility 5/22/1986 Water 27 Albemarle County Service Authority 963/2(0 Utility 10/5/1987 Water 28 VA Electric &Power Co. 1075/2:31 Utility 11/9/1989 Power 29 VA Electric &Power Co. 1093l426 Utility 4f2l1990 Power 30 Central Telephone Co. 1094/6'11 Utility 4/11/1990 Telephone 31 VA Electric &Power Co. 1168/327 Utility 7/30/1991 Power 32 Albemarle County Service Authority 12181552 Utility 4117/1992 Utility Easement 33 Albemarle County Service Authority 1261/173 Utility 10/16/1992 Utility Easement 34 VA Department of Transportation 1261/168 Drainage 10/16/1992 Drainage 35 Albemarle County Service Authority 1301/386 Utility 4/20l1993 Sewer 36 VA Electric &Power Co. 1324/4413 Utility 7/13/1993 Power 37 VA Department of Transportation 1337/5:2 Drainage 8l27/1993 Drainage 38 VA Electric &Power Co. 1426/4417 Utility 8/24/1994 Utility Easement 39 VA Department of Transportation 1447/350 Drainage 12/22/1994 Drainage 40 Sanford &Wilbert 1455/3443 ROW 2/17/1995 Sight Easement 41 Albemarle County Service Authority 1537/2716 Utility 5/17l1996 Water 42 VA Electric &Power Co. 1557l535 Utility 8/15/1996 Power 43 United Land 1570/679 Utility 10l18(1996 Utility Easement 44 United Land 1571/4818 Utility 10/22/1996 Utility Easement 45 Albemarle County Service Authority 1579/1 Di Utility 12/2/1996 Sewer 46 Albemarle County Service Authority 1579/1916 Utility 12/2/1996 Sewer 47 Central Telephone Co. 1616/357 Utility 6/4/1997 Telephone 48 VA Electric &Power Co. 1626/24I1 Utility 7t16/1997 Utility Easement 49 Albemarle County Service Authority 1655/267 Utility 11/14/1997 Utility Easement 50 Oak Hill Ent., LLC 1715/720 Access 6/18/1998 Access 51 VA Department of Transportation 1736l614 ROW 6/18l1998 Sight Easement 52 VA Electric &Power Co. 1925/109 Utility 6/7/2000 Power 53 Albemarle County Service Authority 1944/547 Utility 8/7/2000 Utility Easement 54 George &Louise Geer 1955l705 Utility 9/21/2000 Utility Easement 55 Albemarle County Service Authority Utility Water 56 Central Telephone Co. 2874/140 Utility 11/16/2004 Perpetual Telephone 57 Violet J. Moon 2874/133 Access 11/16/2004 Perpetual Access 58 Rivanna Water and Sewer Authority PENDING Utility 0.150 PENDING Water 59 VA Electric &Power Co. 3294/134 Utility 0.103t 9l25/2006 Power 60 Albemarle County Service Authority 3827/418 Utility 0.113 12l9/2009 Perpetual Water/ Sewer 61 Airport Office Center, LLC & ATNA Corp., LLC 3827/426 Utility 0.006 12/9/2009 Perpetual Water/ Private Sewer 62 VA Electric &Power Co. 3904/49 Utility 2.083 7(13/2010 Power 63 Emily H. Sanford 4413/676 ROW 9/18/2013 Sight Easement 64 VA Electric Power Co. 4262138-42 ROW 11/19/2012 Power DELTA AIRPORT CONSULTANTS, INC. � o O i, , o TAXIWAY "A" 7.9 24 2 tl s24°2s'�w � -- ---- --7/ � b 0 �� ROUTE 606 � � ` � D s °• ° wi e O o ♦ � �� �� � o e0 FORK RE RCH PARK ° 0 ' (UVA REAL E TE U DATION) ° 0 CURVE TABLE: Curve Radius Tangent Length Dena Chord Chord Bear. Curve Radius Tangent Length Dena Chord Chad Bear. C1 895.6T 75.81' 151.2T 9°40'35' 151.09 S 39°03'35" W C314 162.00 17.17 34.21 12°06'03" 34.15 N77°22'23"E C2 787.09' 331.69' 627.82 45°42'07" 611.31' S 48°t 1'32" W C315 162.00 12.35 24.65 08°43'04" 24.63 N87°46'56"E C9 5759.5$' 108.16 216.29' 2°09O6' 216.28' N 22°4d'41' E C324 485.04 20.52 41.01 04°50'40' 41.00 S16°16'52"E C12 496.26 270.53' 495.36' 57°11'33' 475.05' N 07°19'08' W C330 970.00 57.11 114.09 06°4420" 713.89 N89°18'59'W C13 576.2fi' 249.80' 471.47 46°52'1T 458.38' N 02°09'30" W C14 1389.98' 471.38' 908.92 37°2T58" 892.81` N 40°093T E C331 57.00 11.09 21.91 22°01'20' 21.77 N67°46'32"W C15 1309.98' 329.36' 645.34' 28°13'33" 638.63' N 35°23'25' E C332 57.00 19.68 37.89 38°0513" 37.20 N37°43'151W C16 555.00' 135.40' 265.62' 27°25'16" 263.09' N 55°5258' E C333 162.00 33.30 65.69 23°14'03" 65.24 N07°03'31"W Cil 1319.03' 33.99' 67.9T 2°5TD8" 67.96' N 68°OTD3" E C334 1470.00 76.83 153.52 05°5901" 153.45 N15°4950"E C25 895.6T 19.18' 38.36' 2°2715" 38.36' N 32°5940' E C339 100.0(} 26.20 51.25 29°21'42" 50.69 S24°33'52"W C26 847.09 261.69' 507.62' 34°2904' 500.06' S53°52'32"W C340 108.00 119.46 180.52 95°46'07' 160.23 S17°4278"W C309 50.00 38.18 65.21 74°43'51" 60.69 N11°24'14"IN C341 162.00 56.62 108.93 38°31'39" 106.89 S10°54'46'E C310 50.00 5.92 11.79 13°3921" 11.76 N32°42'52"E C342 1470.00 332,45 653.90 25°2912" 648.52 525°955"W C311 1530.00 127.50 254.41 09°31'38" 254.12 N33°3342'E C344 700.00 10825 214.80 11°34'S3' 213.95 N29°45'23"E C312 1530.00 214.48 426.17 15°5T34' 424.80 N20°49'O6"E C401 1500.00 197.01 47°02'58' 196.87 N29°45'23"E C313 57.00 32.98 59.80 60°06'28" 57.09 N41°16'08"E C402 42.00 43.76 11°29'23" 41.81 N29°45'23"E ADJACENT PROPERTY OWNERS TAX MAP / OWNER DB/PA(GE DATE REF. NO. PARCEL NO. RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N!F Lena R.Brubeck 365/212 2A 45E-1-B(2) William F. &Kathleen C. Whelan 365l2 29 3 45/50G(2) Mary M. Lane 1340/583 9/7J1993 4 50G(3) 5 45/50G(4) Robert &Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3l29/1996 9 32/57A Oak Hill Ent., LLC 17151716 6l18l1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 19501154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/498 Barbara Peery, et al. 353/164 9127/1996 13 32/49G Paul &Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty &Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2(3/1995 17 32l48 Airport Office Center, LLC 2255-350 8/22/2002 18 32/17C Van &Priscilla Wilson 806/074 6/2$/1984 19 32/176($) Route 649 Charlottesville Property, Inc. 1126/281 9!1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 21A 32/19B Wachovia Bank 1904/639 3130/2000 22 32/9J Emily Sanford &Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493l529 9/22/1995 24 3219H Margaret Graf 1503/594 11/7/1995 25 32/9 Kenneth &Gay Loftin 1541/455 11/7/1995 26 32l9K Ruby Morris 1541/455 6/4/1996 27 32196 Alan or Ada Kindrick 1202/74 2!311992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/7B Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysvilfe Forest HOA 849/295 8/28/2001 33 31 C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32166 Avionics Specialties 1405/218 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 14 300/390 Specialties, Inc. 97.260 481.370 5128/195i2 FAAP 9-44-016-030 Initial Airport Construction 15 31/23 304/487 Edward Morris Chisholm 1.500 482.870 3/2/195:3 FAAP 9-44-016-0301 Initial Airport Construction 16 31/23 304/487 Edward Morris Chisholm 13.670 496.540 3/2/195:3 FAAP 9-44-016-0301 Initial Airport Construction 17 31l23 3041487 Edward Morris Chisholm 0.00 20.490 20.490 312/1953 FAAP 9-44-016-0301 Flight &Utility Easement 18 304l397 Henry Garrison 4.200 500.740 4/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 19 307/378 Specialties, Inc. 3.240 503.980 4/19/195i3 FAAP 9-44-016-0301 initial Airport Construction 20 32/57A 309/216 G. C. Spencer 84.300 588.280 2/1/195,4 FAAP 9-44-016-0301 Initial Airport Construction 21 309/216 G. C. Spencer 3.220 591.500 2/1l195�4 FAAP 9-44-016-0301 Initial Airport Construction 22 32/61 309/366 Aubrey Blakey 0.00 0.530 21.020 2/25/195i4 FAAP 9-44-016-0301 Flight &Clearing Easement 23 31/54 309/385 Pleasant Grove Baptist Church 0.00 1.020 22.040 3/10/195i4 FAAP 9-44-016-4301 Flight &Clearing Easement 24 31/55 310/451 Henry Garrison 0.00 5.280 27.320 5/15/1954 FAAP 9-44-016-0301 Flight &Clearing Easement 25 311t288 Emma Cook, et al. 11.460 602.960 6/30/195�4 FAAP 9-44-016-0301 Initial Airport Construction 26 31/66 314/437 John S. Battle Jr. 1.940 604.900 1/19/1955 FAAP 9-44-016-0301 Initial Airport Construction 27 20/18A 314-555 Charles Durrer 0.960 605.860 1/20/195,5 Piney Mountain Obstruction Light 28 32161 549l118 Aubrey Blakey 0.00 0.590 27.910 4/19l197:4 ADAP 8-51-0004-01 Flight Easement 29 46l1 550/409 Rosalee Branham Haught 0.00 7.600 35.510 5/14/197�4 ADAP 8-51-0004-01 Flight Easement 30 32/60A 553l491 Eva Kennedy 0.00 1.000 36.510 6/10/197�4 ADAP 8-51-0004-01 Flight Easement 31 45/51 569/485 John Groundwater 0.140 606.000 3/14/197i5 ADAP 8-51-0004-01 MALSR Installation 32 45/51 569/485 John Groundwater 0.00 2.670 39.180 3/14/1975 ADAP 8-51-0004-01 Flight Easement 33 31/55 5931312 June Gray 2.590 608.590 4l23/19716 ADAP 8-51-0004-01 MALSR Installation 34 31/55 593/312 June Gray 0.00 5.200 44.380 4/23/19716 ADAP 8-51-0004-01 Flight &Clearance Easement 35 45/51A 612/68 Wilbur Clarkson 0.00 1.860 46.240 1/6/1977 ADAP 8-51-0004-01 Flight Easement 36 32/60B 613198 Clarence Johnson 0.00 2.710 48.950 1/24/1977 ADAP 8-51-0004-01 Flight Easement 37 31/23 645/215 Edward Morris Chisholm 0.00 4.900 53.850 4l19/1978 Non -Federal Flight, Clearing, Grading, &Obstruction Easement 38 31/23 645/215 Edward Morris Chisholm 0.00 3.590 57.440 4/19/1978 Flight, Clearing, Grading, &Obstruction Easement 39 31/23 6451215 Edward Morris Chisholm 0.00 12.970 70.410 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, &Obstruction Easement 40 31/23 645/215 Edward Morris Chisholm 0.00 14.290 84.700 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, &Obstruction Easement 41 32/10A 781/94 Ross Krum 3.980 612.570 11/4/1983 Airport Development 42 32/48 820/143 James Hahn 0.00 0.227 84.927 10/24/1984 Non -Federal Flight &Clearing Easement 43 820/139 VA Department of Transportation 0.00 0.007 84.934 11/19/1984 Non -Federal Avigation Easement 44 32/9C 863/1 Crutchfield Corp. 4.630 617.200 12/20/1985 Airport Development 45 32/9C 863/1 Crutchfield Corp. 0.00 7.610 92.544 12/20/1985 AIP 3-51-0004-02 Avigation Easement 46 32/10 1139/42 VA Department of Transportation 0.00 0.143 92.687 2/4/1991 Avigation Easement 47 20/18A 1247/418 USA 0.00 0.960 93.647 8/21/1992 Piney Mountain Obstruction Light 48 32/10 1261/164 VA Department of Transportation 0.00 0.027 93.674 10/16/1992 Avigation Easement 49 32/10 1261/168 VA Department of Transportation 0.00 0.072 93.746 10/1611992 Avigation Easement 50 32/19B 1276l217 Jefferson National Bank 0.930 618.130 12/9/1992 SR 606 Construction 51 1337/52 VA Department of Transportation 0.00 21.509 115.255 8/27/1993 Avigation Easement 52 32/56 1434/440 United Land 0.00 0.025 115.280 10/7/1994 Avigation Easement 53 32/10 1447/350 VA Department of Transportation 0.00 2.481 117.761 12/22/1994 Avigation Easement 54 32/9J1 1489/713 James &Rosalind Tirrel 0.423 618.553 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 55 32/9H 1489/713 James &Rosalind Tirrel 0.413 618.966 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 56 32/9 1541/465 Kenneth L. &Gay N. Loftin 0.189 619.155 6/4/1996 AIP 3-51-0004-15 Runway 21 RPZ 57 32/9J 1568/553 Emily Sanford &Nancy Wilbert 0.435 619.590 6/11/1996 AIP 3-51-0004-15 Runway 21 RPZ 58 32/606 1616/181 Pyllis K. Johnson Rush 2.710 622.300 -2.710 115.051 6/3/1997 AIP 3-51-0004-25 Runway 3 RPZ 59 45/51 1647/500 Wilbur L. Clarkson 2.450 624.750 -2.670 112.381 10/10l1997 AIP 3-51-0004-25 Runway 3 RPZ 60 31/55A 1738/292 Barry &Linda McLane 4.184 628.934 -5.280 107.101 8/24/1998 AIP 3-51-0004-25 Runway 3 RPZ 61 31/27A 1813/108 Teledyne Ind. 11.451 640.385 $/7/1999 Non -Federal Airport Development 62 32/60A 1880/476 Myriel E. Heath, et al. 1.000 641.385 -1.000 106.101 12/15/1999 Non -Federal Runway 3 RPZ 63 31155 1920/569 Barry &Linda McLane 3.001 644.386 5/24/2000 Non -Federal Runway 3 RPZ 64 32/176 1944/541 Crutchfield Corp. 0.426 644.812 8/7(2000 Non -Federal SR 606 Construction 65 32/49 1955/712 George or Louise Geer 0.470 645.282 9/13/2000 Non -Federal SR 606 Construction 66 32l49G 19551720 George Geer 0.002 645.284 9/21/2000 Non -Federal SR 606 Construction 67 32/49A 1955/720 George Geer 0.102 645.386 9/21/2000 Non -Federal SR 606 Construction 68 32149H 19691359 Monty &Donna Geer 0.015 645.401 11/13/2000 Non -Federal SR 606 Construction 69 45/51A 2180-438 Loraine Blackburn 2.100 647.501 -1.870 104.231 4/1/2002 AIP 3-51-0004-28 Runway 3 RPZ 70 45/50G(5) 2181/436 Thomas &Marianna Keithley 1.219 648.720 4/11/2002 AIP 3-51-0004-28 Runway 3 RPZ 71 32/61 Aubrey Blakey 1.258 649.978 -1.120 143.111 1/9/2003 AIP 3-51-0004-28 Runway 3 RPZ 72 32/10 2263/32 VA Department of Transportation 0.00 5.017 108.128 9/3/2002 Avigation Easement 73 32/10 2353/643 VA Department of Transportation 4.109 654.087 9/3l2002 Right-of-way Release 74 45/50G(2) 2353/472 Mary M. Lane 0.010 654.097 1!812003 AIP 3-51-0004-28 SR 743 Construction 75 45/50G(4) 2353/478 Robert &Paula Frazier 0.070 654.167 1/8/2003 AIP 3-51-0004-28 SR 743 Construction 76 31/23 2804/25 Mary Jane Chisholm, Trustee 20.857 675.024 -8.640 99.488 7/26/04 AIP 3-51-0004-28 Runway 3 RPZ & SR 743 Right-of-way 77 31/23 2804/25 Mary Jane Chisholm, Trustee 0.00 3.540 103.028 7/26/04 AIP 3-51-0004-28 Temporary Construction Easement 78 32/60 2990/614 W. J. Kennedy Estate 5.320 680.344 6/2/05 AIP 3-51-0004-28 Runway 3 RPZ 79 45/52 3340/533 River Heights Associates, L.P. 0.269 680.613 12/20/06 Runway 3 RPZ, Previous Parcel 6 80 46/1 3340/533 River Heights Associates, L.P. 9.203 689.816 12/20/06 Runway 3 RPZ, Previous Parcel 6A 81 31/54 3762/358 Pleasant Grove Baptist Church 1.665 691.481 6/30/09 Runway 3 RPZ, Previous Parcel 6B 82 31l27A 3762/358 Charlottesville -Albemarle Airport Authority (-2.000) 689.481 6/30109 Exchange for Parcel 81, Pleasant Grove Baptist Church re REVISIONS BY APP. DATE �] AREA DATE TERM REF. NO. LESSEE DB/PA1GE TYPE (ACRES) RECORDED (YEARS) PURPOSE 1 VA Electric &Power Co. 284068 Utility 5/16/1949 Power 2 VA Electric &Power Co. 288/49 Utility 11/29l1949 Power 3 30/262 Reserved 0.200 4/13/1952 Cemetery 4 Francis Augustus &Hattie Brown 2991541 Reserved 0.100 4/13(1952 Cemetery $ Heirs of Richard &Eliza Thompson 311/289 Reserved 0.250 6/30/1954 Cemetery 6 VA Electric &Power Co. 313/489 Utility 8/1611954 Power 7 Central Telephone Co. 315162 Utility 10/15(1954 Telephone 8 Jacob R. & Lutie Via 314/4;38 Reserved 0.100 1/19/1955 Cemetery 9 VA Electric &Power Co. 319/3E92 Utility 10/20/1955 Power 10 Central Telephone Co. 354/324 Utility 11120l1959 Telephone 11 VA Electric &Power Co. 473/2119 Utility 3/6/1970 Power 12 Central Telephone Co. 536/$i3 Utility 6/28/1973 Telephone 13 VA Electric &Power Co. 561/1CO2 Utility 6/13/1974 Power 14 VA Electric &Power Co. 589/3f85 Utility 2/20/1976 Power 15 Central Telephone Co. 59515402 Utility 512411976 Telephone 16 Central Telephone Co. 595/5414 Utility 5/24/1976 Telephone 17 Central Telephone Co. 680/137 Utility 9/7/1979 Telephone 18 Jay Gatten 736/109 Utility 3/31/1982 Utility Easement 19 Central Telephone Co. 747/5116 Utility 9/13/1982 Telephone 20 VA Electric &Power Co. 795/168 Utility 4/13/1984 Power 21 Albemarle County Service Authority 8381235 Utility 5/24/1985 Water/Rte 606 22 VA Electric &Power Co. 852/282 Utility 9/20/1985 Power 23 VA Electric &Power Co. 852/2835 Utility 9/20/1985 Power 24 Central Telephone Co_ 867/718 Utility 2/5/1986 Telephone 25 Albemarle County 871/4415 Utility 3/24/1986 Utility Easement 26 Albemarle County Service Authority 879/610 Utility 5/22/1986 Water 27 Albemarle County Service Authority 963/2(0 Utility 10/5/1987 Water 28 VA Electric &Power Co. 1075/2:31 Utility 11/9/1989 Power 29 VA Electric &Power Co. 1093l426 Utility 4f2l1990 Power 30 Central Telephone Co. 1094/6'11 Utility 4/11/1990 Telephone 31 VA Electric &Power Co. 1168/327 Utility 7/30/1991 Power 32 Albemarle County Service Authority 12181552 Utility 4117/1992 Utility Easement 33 Albemarle County Service Authority 1261/173 Utility 10/16/1992 Utility Easement 34 VA Department of Transportation 1261/168 Drainage 10/16/1992 Drainage 35 Albemarle County Service Authority 1301/386 Utility 4/20l1993 Sewer 36 VA Electric &Power Co. 1324/4413 Utility 7/13/1993 Power 37 VA Department of Transportation 1337/5:2 Drainage 8l27/1993 Drainage 38 VA Electric &Power Co. 1426/4417 Utility 8/24/1994 Utility Easement 39 VA Department of Transportation 1447/350 Drainage 12/22/1994 Drainage 40 Sanford &Wilbert 1455/3443 ROW 2/17/1995 Sight Easement 41 Albemarle County Service Authority 1537/2716 Utility 5/17l1996 Water 42 VA Electric &Power Co. 1557l535 Utility 8/15/1996 Power 43 United Land 1570/679 Utility 10l18(1996 Utility Easement 44 United Land 1571/4818 Utility 10/22/1996 Utility Easement 45 Albemarle County Service Authority 1579/1 Di Utility 12/2/1996 Sewer 46 Albemarle County Service Authority 1579/1916 Utility 12/2/1996 Sewer 47 Central Telephone Co. 1616/357 Utility 6/4/1997 Telephone 48 VA Electric &Power Co. 1626/24I1 Utility 7t16/1997 Utility Easement 49 Albemarle County Service Authority 1655/267 Utility 11/14/1997 Utility Easement 50 Oak Hill Ent., LLC 1715/720 Access 6/18/1998 Access 51 VA Department of Transportation 1736l614 ROW 6/18l1998 Sight Easement 52 VA Electric &Power Co. 1925/109 Utility 6/7/2000 Power 53 Albemarle County Service Authority 1944/547 Utility 8/7/2000 Utility Easement 54 George &Louise Geer 1955l705 Utility 9/21/2000 Utility Easement 55 Albemarle County Service Authority Utility Water 56 Central Telephone Co. 2874/140 Utility 11/16/2004 Perpetual Telephone 57 Violet J. Moon 2874/133 Access 11/16/2004 Perpetual Access 58 Rivanna Water and Sewer Authority PENDING Utility 0.150 PENDING Water 59 VA Electric &Power Co. 3294/134 Utility 0.103t 9l25/2006 Power 60 Albemarle County Service Authority 3827/418 Utility 0.113 12l9/2009 Perpetual Water/ Sewer 61 Airport Office Center, LLC & ATNA Corp., LLC 3827/426 Utility 0.006 12/9/2009 Perpetual Water/ Private Sewer 62 VA Electric &Power Co. 3904/49 Utility 2.083 7(13/2010 Power 63 Emily H. Sanford 4413/676 ROW 9/18/2013 Sight Easement 64 VA Electric Power Co. 4262138-42 ROW 11/19/2012 Power DELTA AIRPORT CONSULTANTS, INC. � o O i, , o TAXIWAY "A" 7.9 24 2 tl s24°2s'�w � -- ---- --7/ � b 0 �� ROUTE 606 � � ` � D s °• ° wi e O o ♦ � �� �� � o e0 FORK RE RCH PARK ° 0 ' (UVA REAL E TE U DATION) ° 0 CURVE TABLE: Curve Radius Tangent Length Dena Chord Chord Bear. Curve Radius Tangent Length Dena Chord Chad Bear. C1 895.6T 75.81' 151.2T 9°40'35' 151.09 S 39°03'35" W C314 162.00 17.17 34.21 12°06'03" 34.15 N77°22'23"E C2 787.09' 331.69' 627.82 45°42'07" 611.31' S 48°t 1'32" W C315 162.00 12.35 24.65 08°43'04" 24.63 N87°46'56"E C9 5759.5$' 108.16 216.29' 2°09O6' 216.28' N 22°4d'41' E C324 485.04 20.52 41.01 04°50'40' 41.00 S16°16'52"E C12 496.26 270.53' 495.36' 57°11'33' 475.05' N 07°19'08' W C330 970.00 57.11 114.09 06°4420" 713.89 N89°18'59'W C13 576.2fi' 249.80' 471.47 46°52'1T 458.38' N 02°09'30" W C14 1389.98' 471.38' 908.92 37°2T58" 892.81` N 40°093T E C331 57.00 11.09 21.91 22°01'20' 21.77 N67°46'32"W C15 1309.98' 329.36' 645.34' 28°13'33" 638.63' N 35°23'25' E C332 57.00 19.68 37.89 38°0513" 37.20 N37°43'151W C16 555.00' 135.40' 265.62' 27°25'16" 263.09' N 55°5258' E C333 162.00 33.30 65.69 23°14'03" 65.24 N07°03'31"W Cil 1319.03' 33.99' 67.9T 2°5TD8" 67.96' N 68°OTD3" E C334 1470.00 76.83 153.52 05°5901" 153.45 N15°4950"E C25 895.6T 19.18' 38.36' 2°2715" 38.36' N 32°5940' E C339 100.0(} 26.20 51.25 29°21'42" 50.69 S24°33'52"W C26 847.09 261.69' 507.62' 34°2904' 500.06' S53°52'32"W C340 108.00 119.46 180.52 95°46'07' 160.23 S17°4278"W C309 50.00 38.18 65.21 74°43'51" 60.69 N11°24'14"IN C341 162.00 56.62 108.93 38°31'39" 106.89 S10°54'46'E C310 50.00 5.92 11.79 13°3921" 11.76 N32°42'52"E C342 1470.00 332,45 653.90 25°2912" 648.52 525°955"W C311 1530.00 127.50 254.41 09°31'38" 254.12 N33°3342'E C344 700.00 10825 214.80 11°34'S3' 213.95 N29°45'23"E C312 1530.00 214.48 426.17 15°5T34' 424.80 N20°49'O6"E C401 1500.00 197.01 47°02'58' 196.87 N29°45'23"E C313 57.00 32.98 59.80 60°06'28" 57.09 N41°16'08"E C402 42.00 43.76 11°29'23" 41.81 N29°45'23"E ADJACENT PROPERTY OWNERS TAX MAP / OWNER DB/PA(GE DATE REF. NO. PARCEL NO. RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N!F Lena R.Brubeck 365/212 2A 45E-1-B(2) William F. &Kathleen C. Whelan 365l2 29 3 45/50G(2) Mary M. Lane 1340/583 9/7J1993 4 50G(3) 5 45/50G(4) Robert &Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3l29/1996 9 32/57A Oak Hill Ent., LLC 17151716 6l18l1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 19501154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/498 Barbara Peery, et al. 353/164 9127/1996 13 32/49G Paul &Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty &Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2(3/1995 17 32l48 Airport Office Center, LLC 2255-350 8/22/2002 18 32/17C Van &Priscilla Wilson 806/074 6/2$/1984 19 32/176($) Route 649 Charlottesville Property, Inc. 1126/281 9!1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 21A 32/19B Wachovia Bank 1904/639 3130/2000 22 32/9J Emily Sanford &Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493l529 9/22/1995 24 3219H Margaret Graf 1503/594 11/7/1995 25 32/9 Kenneth &Gay Loftin 1541/455 11/7/1995 26 32l9K Ruby Morris 1541/455 6/4/1996 27 32196 Alan or Ada Kindrick 1202/74 2!311992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/7B Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysvilfe Forest HOA 849/295 8/28/2001 33 31 C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32166 Avionics Specialties 1405/218 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 re REVISIONS BY APP. DATE �] AREA DATE TERM REF. NO. LESSEE DB/PA1GE TYPE (ACRES) RECORDED (YEARS) PURPOSE 1 VA Electric &Power Co. 284068 Utility 5/16/1949 Power 2 VA Electric &Power Co. 288/49 Utility 11/29l1949 Power 3 30/262 Reserved 0.200 4/13/1952 Cemetery 4 Francis Augustus &Hattie Brown 2991541 Reserved 0.100 4/13(1952 Cemetery $ Heirs of Richard &Eliza Thompson 311/289 Reserved 0.250 6/30/1954 Cemetery 6 VA Electric &Power Co. 313/489 Utility 8/1611954 Power 7 Central Telephone Co. 315162 Utility 10/15(1954 Telephone 8 Jacob R. & Lutie Via 314/4;38 Reserved 0.100 1/19/1955 Cemetery 9 VA Electric &Power Co. 319/3E92 Utility 10/20/1955 Power 10 Central Telephone Co. 354/324 Utility 11120l1959 Telephone 11 VA Electric &Power Co. 473/2119 Utility 3/6/1970 Power 12 Central Telephone Co. 536/$i3 Utility 6/28/1973 Telephone 13 VA Electric &Power Co. 561/1CO2 Utility 6/13/1974 Power 14 VA Electric &Power Co. 589/3f85 Utility 2/20/1976 Power 15 Central Telephone Co. 59515402 Utility 512411976 Telephone 16 Central Telephone Co. 595/5414 Utility 5/24/1976 Telephone 17 Central Telephone Co. 680/137 Utility 9/7/1979 Telephone 18 Jay Gatten 736/109 Utility 3/31/1982 Utility Easement 19 Central Telephone Co. 747/5116 Utility 9/13/1982 Telephone 20 VA Electric &Power Co. 795/168 Utility 4/13/1984 Power 21 Albemarle County Service Authority 8381235 Utility 5/24/1985 Water/Rte 606 22 VA Electric &Power Co. 852/282 Utility 9/20/1985 Power 23 VA Electric &Power Co. 852/2835 Utility 9/20/1985 Power 24 Central Telephone Co_ 867/718 Utility 2/5/1986 Telephone 25 Albemarle County 871/4415 Utility 3/24/1986 Utility Easement 26 Albemarle County Service Authority 879/610 Utility 5/22/1986 Water 27 Albemarle County Service Authority 963/2(0 Utility 10/5/1987 Water 28 VA Electric &Power Co. 1075/2:31 Utility 11/9/1989 Power 29 VA Electric &Power Co. 1093l426 Utility 4f2l1990 Power 30 Central Telephone Co. 1094/6'11 Utility 4/11/1990 Telephone 31 VA Electric &Power Co. 1168/327 Utility 7/30/1991 Power 32 Albemarle County Service Authority 12181552 Utility 4117/1992 Utility Easement 33 Albemarle County Service Authority 1261/173 Utility 10/16/1992 Utility Easement 34 VA Department of Transportation 1261/168 Drainage 10/16/1992 Drainage 35 Albemarle County Service Authority 1301/386 Utility 4/20l1993 Sewer 36 VA Electric &Power Co. 1324/4413 Utility 7/13/1993 Power 37 VA Department of Transportation 1337/5:2 Drainage 8l27/1993 Drainage 38 VA Electric &Power Co. 1426/4417 Utility 8/24/1994 Utility Easement 39 VA Department of Transportation 1447/350 Drainage 12/22/1994 Drainage 40 Sanford &Wilbert 1455/3443 ROW 2/17/1995 Sight Easement 41 Albemarle County Service Authority 1537/2716 Utility 5/17l1996 Water 42 VA Electric &Power Co. 1557l535 Utility 8/15/1996 Power 43 United Land 1570/679 Utility 10l18(1996 Utility Easement 44 United Land 1571/4818 Utility 10/22/1996 Utility Easement 45 Albemarle County Service Authority 1579/1 Di Utility 12/2/1996 Sewer 46 Albemarle County Service Authority 1579/1916 Utility 12/2/1996 Sewer 47 Central Telephone Co. 1616/357 Utility 6/4/1997 Telephone 48 VA Electric &Power Co. 1626/24I1 Utility 7t16/1997 Utility Easement 49 Albemarle County Service Authority 1655/267 Utility 11/14/1997 Utility Easement 50 Oak Hill Ent., LLC 1715/720 Access 6/18/1998 Access 51 VA Department of Transportation 1736l614 ROW 6/18l1998 Sight Easement 52 VA Electric &Power Co. 1925/109 Utility 6/7/2000 Power 53 Albemarle County Service Authority 1944/547 Utility 8/7/2000 Utility Easement 54 George &Louise Geer 1955l705 Utility 9/21/2000 Utility Easement 55 Albemarle County Service Authority Utility Water 56 Central Telephone Co. 2874/140 Utility 11/16/2004 Perpetual Telephone 57 Violet J. Moon 2874/133 Access 11/16/2004 Perpetual Access 58 Rivanna Water and Sewer Authority PENDING Utility 0.150 PENDING Water 59 VA Electric &Power Co. 3294/134 Utility 0.103t 9l25/2006 Power 60 Albemarle County Service Authority 3827/418 Utility 0.113 12l9/2009 Perpetual Water/ Sewer 61 Airport Office Center, LLC & ATNA Corp., LLC 3827/426 Utility 0.006 12/9/2009 Perpetual Water/ Private Sewer 62 VA Electric &Power Co. 3904/49 Utility 2.083 7(13/2010 Power 63 Emily H. Sanford 4413/676 ROW 9/18/2013 Sight Easement 64 VA Electric Power Co. 4262138-42 ROW 11/19/2012 Power DELTA AIRPORT CONSULTANTS, INC. � o O i, , o TAXIWAY "A" 7.9 24 2 tl s24°2s'�w � -- ---- --7/ � b 0 �� ROUTE 606 � � ` � D s °• ° wi e O o ♦ � �� �� � o e0 FORK RE RCH PARK ° 0 ' (UVA REAL E TE U DATION) ° 0 CURVE TABLE: Curve Radius Tangent Length Dena Chord Chord Bear. Curve Radius Tangent Length Dena Chord Chad Bear. C1 895.6T 75.81' 151.2T 9°40'35' 151.09 S 39°03'35" W C314 162.00 17.17 34.21 12°06'03" 34.15 N77°22'23"E C2 787.09' 331.69' 627.82 45°42'07" 611.31' S 48°t 1'32" W C315 162.00 12.35 24.65 08°43'04" 24.63 N87°46'56"E C9 5759.5$' 108.16 216.29' 2°09O6' 216.28' N 22°4d'41' E C324 485.04 20.52 41.01 04°50'40' 41.00 S16°16'52"E C12 496.26 270.53' 495.36' 57°11'33' 475.05' N 07°19'08' W C330 970.00 57.11 114.09 06°4420" 713.89 N89°18'59'W C13 576.2fi' 249.80' 471.47 46°52'1T 458.38' N 02°09'30" W C14 1389.98' 471.38' 908.92 37°2T58" 892.81` N 40°093T E C331 57.00 11.09 21.91 22°01'20' 21.77 N67°46'32"W C15 1309.98' 329.36' 645.34' 28°13'33" 638.63' N 35°23'25' E C332 57.00 19.68 37.89 38°0513" 37.20 N37°43'151W C16 555.00' 135.40' 265.62' 27°25'16" 263.09' N 55°5258' E C333 162.00 33.30 65.69 23°14'03" 65.24 N07°03'31"W Cil 1319.03' 33.99' 67.9T 2°5TD8" 67.96' N 68°OTD3" E C334 1470.00 76.83 153.52 05°5901" 153.45 N15°4950"E C25 895.6T 19.18' 38.36' 2°2715" 38.36' N 32°5940' E C339 100.0(} 26.20 51.25 29°21'42" 50.69 S24°33'52"W C26 847.09 261.69' 507.62' 34°2904' 500.06' S53°52'32"W C340 108.00 119.46 180.52 95°46'07' 160.23 S17°4278"W C309 50.00 38.18 65.21 74°43'51" 60.69 N11°24'14"IN C341 162.00 56.62 108.93 38°31'39" 106.89 S10°54'46'E C310 50.00 5.92 11.79 13°3921" 11.76 N32°42'52"E C342 1470.00 332,45 653.90 25°2912" 648.52 525°955"W C311 1530.00 127.50 254.41 09°31'38" 254.12 N33°3342'E C344 700.00 10825 214.80 11°34'S3' 213.95 N29°45'23"E C312 1530.00 214.48 426.17 15°5T34' 424.80 N20°49'O6"E C401 1500.00 197.01 47°02'58' 196.87 N29°45'23"E C313 57.00 32.98 59.80 60°06'28" 57.09 N41°16'08"E C402 42.00 43.76 11°29'23" 41.81 N29°45'23"E ADJACENT PROPERTY OWNERS TAX MAP / OWNER DB/PA(GE DATE REF. NO. PARCEL NO. RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N!F Lena R.Brubeck 365/212 2A 45E-1-B(2) William F. &Kathleen C. Whelan 365l2 29 3 45/50G(2) Mary M. Lane 1340/583 9/7J1993 4 50G(3) 5 45/50G(4) Robert &Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3l29/1996 9 32/57A Oak Hill Ent., LLC 17151716 6l18l1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 19501154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/498 Barbara Peery, et al. 353/164 9127/1996 13 32/49G Paul &Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty &Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2(3/1995 17 32l48 Airport Office Center, LLC 2255-350 8/22/2002 18 32/17C Van &Priscilla Wilson 806/074 6/2$/1984 19 32/176($) Route 649 Charlottesville Property, Inc. 1126/281 9!1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 21A 32/19B Wachovia Bank 1904/639 3130/2000 22 32/9J Emily Sanford &Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493l529 9/22/1995 24 3219H Margaret Graf 1503/594 11/7/1995 25 32/9 Kenneth &Gay Loftin 1541/455 11/7/1995 26 32l9K Ruby Morris 1541/455 6/4/1996 27 32196 Alan or Ada Kindrick 1202/74 2!311992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/7B Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysvilfe Forest HOA 849/295 8/28/2001 33 31 C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32166 Avionics Specialties 1405/218 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 DELTA AIRPORT CONSULTANTS, INC. � o O i, , o TAXIWAY "A" 7.9 24 2 tl s24°2s'�w � -- ---- --7/ � b 0 �� ROUTE 606 � � ` � D s °• ° wi e O o ♦ � �� �� � o e0 FORK RE RCH PARK ° 0 ' (UVA REAL E TE U DATION) ° 0 CURVE TABLE: Curve Radius Tangent Length Dena Chord Chord Bear. Curve Radius Tangent Length Dena Chord Chad Bear. C1 895.6T 75.81' 151.2T 9°40'35' 151.09 S 39°03'35" W C314 162.00 17.17 34.21 12°06'03" 34.15 N77°22'23"E C2 787.09' 331.69' 627.82 45°42'07" 611.31' S 48°t 1'32" W C315 162.00 12.35 24.65 08°43'04" 24.63 N87°46'56"E C9 5759.5$' 108.16 216.29' 2°09O6' 216.28' N 22°4d'41' E C324 485.04 20.52 41.01 04°50'40' 41.00 S16°16'52"E C12 496.26 270.53' 495.36' 57°11'33' 475.05' N 07°19'08' W C330 970.00 57.11 114.09 06°4420" 713.89 N89°18'59'W C13 576.2fi' 249.80' 471.47 46°52'1T 458.38' N 02°09'30" W C14 1389.98' 471.38' 908.92 37°2T58" 892.81` N 40°093T E C331 57.00 11.09 21.91 22°01'20' 21.77 N67°46'32"W C15 1309.98' 329.36' 645.34' 28°13'33" 638.63' N 35°23'25' E C332 57.00 19.68 37.89 38°0513" 37.20 N37°43'151W C16 555.00' 135.40' 265.62' 27°25'16" 263.09' N 55°5258' E C333 162.00 33.30 65.69 23°14'03" 65.24 N07°03'31"W Cil 1319.03' 33.99' 67.9T 2°5TD8" 67.96' N 68°OTD3" E C334 1470.00 76.83 153.52 05°5901" 153.45 N15°4950"E C25 895.6T 19.18' 38.36' 2°2715" 38.36' N 32°5940' E C339 100.0(} 26.20 51.25 29°21'42" 50.69 S24°33'52"W C26 847.09 261.69' 507.62' 34°2904' 500.06' S53°52'32"W C340 108.00 119.46 180.52 95°46'07' 160.23 S17°4278"W C309 50.00 38.18 65.21 74°43'51" 60.69 N11°24'14"IN C341 162.00 56.62 108.93 38°31'39" 106.89 S10°54'46'E C310 50.00 5.92 11.79 13°3921" 11.76 N32°42'52"E C342 1470.00 332,45 653.90 25°2912" 648.52 525°955"W C311 1530.00 127.50 254.41 09°31'38" 254.12 N33°3342'E C344 700.00 10825 214.80 11°34'S3' 213.95 N29°45'23"E C312 1530.00 214.48 426.17 15°5T34' 424.80 N20°49'O6"E C401 1500.00 197.01 47°02'58' 196.87 N29°45'23"E C313 57.00 32.98 59.80 60°06'28" 57.09 N41°16'08"E C402 42.00 43.76 11°29'23" 41.81 N29°45'23"E ADJACENT PROPERTY OWNERS TAX MAP / OWNER DB/PA(GE DATE REF. NO. PARCEL NO. RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N!F Lena R.Brubeck 365/212 2A 45E-1-B(2) William F. &Kathleen C. Whelan 365l2 29 3 45/50G(2) Mary M. Lane 1340/583 9/7J1993 4 50G(3) 5 45/50G(4) Robert &Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3l29/1996 9 32/57A Oak Hill Ent., LLC 17151716 6l18l1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 19501154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/498 Barbara Peery, et al. 353/164 9127/1996 13 32/49G Paul &Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty &Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2(3/1995 17 32l48 Airport Office Center, LLC 2255-350 8/22/2002 18 32/17C Van &Priscilla Wilson 806/074 6/2$/1984 19 32/176($) Route 649 Charlottesville Property, Inc. 1126/281 9!1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 21A 32/19B Wachovia Bank 1904/639 3130/2000 22 32/9J Emily Sanford &Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493l529 9/22/1995 24 3219H Margaret Graf 1503/594 11/7/1995 25 32/9 Kenneth &Gay Loftin 1541/455 11/7/1995 26 32l9K Ruby Morris 1541/455 6/4/1996 27 32196 Alan or Ada Kindrick 1202/74 2!311992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/7B Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysvilfe Forest HOA 849/295 8/28/2001 33 31 C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32166 Avionics Specialties 1405/218 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 ADJACENT PROPERTY OWNERS TAX MAP / OWNER DB/PA(GE DATE REF. NO. PARCEL NO. RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N!F Lena R.Brubeck 365/212 2A 45E-1-B(2) William F. &Kathleen C. Whelan 365l2 29 3 45/50G(2) Mary M. Lane 1340/583 9/7J1993 4 50G(3) 5 45/50G(4) Robert &Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3l29/1996 9 32/57A Oak Hill Ent., LLC 17151716 6l18l1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 19501154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/498 Barbara Peery, et al. 353/164 9127/1996 13 32/49G Paul &Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty &Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2(3/1995 17 32l48 Airport Office Center, LLC 2255-350 8/22/2002 18 32/17C Van &Priscilla Wilson 806/074 6/2$/1984 19 32/176($) Route 649 Charlottesville Property, Inc. 1126/281 9!1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 21A 32/19B Wachovia Bank 1904/639 3130/2000 22 32/9J Emily Sanford &Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493l529 9/22/1995 24 3219H Margaret Graf 1503/594 11/7/1995 25 32/9 Kenneth &Gay Loftin 1541/455 11/7/1995 26 32l9K Ruby Morris 1541/455 6/4/1996 27 32196 Alan or Ada Kindrick 1202/74 2!311992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/7B Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysvilfe Forest HOA 849/295 8/28/2001 33 31 C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32166 Avionics Specialties 1405/218 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 pF G t � T J.SAUNDERS y Li \.Nn1031974 � 08120/2019 ��' SS10NAL ��G LINE TABLE Course Bearing Distance Course Bearing Distance Course Bearing Distance L1 S 38°44'19" E 47.10' L66 S 26°2914" W 50.01' L320 N41°2608'YV 97.67 L2 S 35°1625" E 100.12' L67 S 20°1155" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' L322 N31°14'44'W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L323 N44°143'37W 232.45' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22r52W 179.81' L7 S 28°917" E 94.03' L72 S 22°2531" W 98.38' L325 S41°16'471N 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'121N 50.08' L9 S 05°15'12" E 21.44' L85 N 21 °35'35' E 54.04' L327 S39°4613"W 39.61' L10 S 05°15'12" E 212.25' L86 N 57°t6'12" W 176.30' L328 S44°69'19"E 7.2T Ltt S 05°15'12" E 3.86 L115 S 18°15'48" W 152.87 L329 N41°18'21"E 118.7T L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16' E 33.48' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.70' L331 S12°5019"VII 25.00' 115 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°07"W 70.61' L16 S 06°39'02° W 32.81' L123 N 51°04'03" E 19.69' 1333 S10°04'03W 62.79' L17 N 83°13'57" W 31.45' L124 N 38°55'57" W 94.60' L334 S09°4659"W 68.81' L18 N 06°46'03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222.79' L336 N11°1754"E 145.99 L20 S O6°39'02" W 276.08' L127 N 88°29'39" E 54.88' L21 S 09°19'33" W 48.70' L128 S 74°13'32" E 11.16' L337 N09°46'59'E 68.81' L22 S 09°19'33" W 32.81' L129 S 09°10'14" E 357.OT L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67.25 L131 N 23°3554" W 62.93' L339 N10°58'09'E 73.31' L24 N 08°5936" E 32.81' L132 N 31°43'13" E 85.09' L340 N12°5919`E 25.00' L25 S 81°00'22" E 67.44' L133 N 3t°19'03" E 145.68' L341 S07°24"481W 150.92' L26 S 09°19'33' W 51.77 Lt34 N 25°36'25" E 98.92' L342 S09°46'i58'W 222.34' L27 S 12°58'20' W 65.50' L135 N 31 49.99' L343 S10°48'43"W 631.88' L28 S 16°4315" W 57.16' L136 N 30°45'19" E 109.98' L29 S 25°38'02" W 93.65' Lt37 N 27°22'06" E 108.19' L344 S10°3Ti8"W 123.64' L30 S 27°25'14" W 101.61' L138 N 16°19155" E 163.70' L345 S10°5517"E 50.15' L31 S 30°4612" W 106.66 L139 N 13°00'11" E 70.02' L346 Nt9°1646"E 46.7T L32 S31°19'03"W 294.21' L140 N09°14'09"E 54.26' L347 N21°4T�06"E 48.28' L33 S32°19'43'W 131.54' L141 N09°14'09"E 32.81' L348 N21°0634'E 59.33' L34 N 74°13'32' W 34.5T L142 S 81°00'25' E 143.64' L349 N19°4213'E 50.78' L35 S 40°55'02' W 68.25' L143 NOS°59'35" E 32.81' L350 N11°55'24'E 53.03' L36 S 16°51'04" E 48.27 L144 N 81 °00'25" W 143.64' L351 N10°34'35'E 51.2T L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°54'00'E 54.10' L39 S 50°2T3t" W 61.46' L147 N 10°iT51" E 180.5T L353 N04°33'24"E 85.02' l40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55' Lot S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78°47'12'W 136.10' L42 S 50°04'36" W 101.17 L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.77 L43 S 47°58'03" W 28.96' L152 N 35°50'44" W 26.00' L357 N80°2T26'W 70.67 L44 S 47°58'03" W 37.31' L153 N 54°11'15" W 42.86 L358 N81°55'19"W 71.17 L45 S 43°2534" E 6.56' L154 N 58°18'S9" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'151N 55.24' L47 S85°24'21"W 21.89' L156 N69°3537"E 129.90' L360 N71°19'21'E 62.55 L48 S 30°00'28" W 61.61` L157 N 60°31'38' W 65.2tY L361 S81°38'58"E 98.OG L49 S 27°4522" W 30.98' L158 N 31°0515" E 141.54' L362 S8013'02"E 107.74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S20°3T08"W 93.67 L51 S 25°29'22" W 66.46 L160 N 60°5932' W 286.54' L364 S20°2T40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60°38'42" W 112.35' L365 S20°2740"W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°2O'28" W 105.82' L167 N 59°51'44' W 94.08' L401 S13°3519"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°25'58" E 80.19' L402 N74°14'39'W 176.05' L56 S 19°3T51"W 50.25' L225 N 33°2655" E 331.68' L403 S24°44'06"W 73.40' L57 S25°20'29W t00.00' L303 N40°4615"W 1.9 L404 N59°41'25W 29.97' L58 S 33°18'39' W 50.49' L304 N40°4515"W 48.24' L405 N45°32'30"E 70.99' L59 S 26°29'14" W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60'W 72.31' L60 S 23°3T23W 100.04' L306 N45°44'29'W 36.90' L407 N45°1T47'E 134.88' L61 S 34°2554" W 50.64' L62 S 12°56'02' W 51.20' L307 N39°28'03'E 21.8T L408 N41°20'28'E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.6T L409 N15°1612'W 179.8T L64 S25°20'29"W 250.00' L311 S18°4212"E 27.76' L65 S 30°29'03" W 100.40' L316 S38°19'31"W 18.32' C102ol APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/ 17019 DRAWN BY: SHEET PJW AIRPORT PROPERTY MAP DESIGNED BY: JDB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 500' JULY 2019 w F- 0 r g 3 0 a z RUNWAY 3-21 (6,801' x 150') BASELINE "R" PHASE 2 - FALL 2019 34+00 36+00 38+00 40+00 42+00-- - 44+00-------+---- 46+00 ---- ------48+00____50+00-----+----5200 --- 54+00----+-----56+00 ---- 68+00 ---- 60+00 _—_-- +00--- i C OVERFLO 201 S M ■ PSA I RENTAL CAR PARKING IllIIiII11 .EMPLOYEE 1-041 7177777Ti 147 SPACES i Q 2 m N CL N _ _ 5' Y cl 3 0 a 21 CL r NO. REVISIONS O v BY I APP. I DATE RSA TW "A„ i ARFF TERMINAL 108 SPACES s s♦ s sus�J � � � I I I I I � I 0 nn,n,n,n,niiiiniiiniini 'l11 BOWEN LOOP ROAD ■ IREHABILITATE LIGHTING AND LANDSCAPING - --- ILO ERM-LOT-AND-€-CO Y LOT FPHASE 3 - SPRING — -- ECONOMY L 220 SPACES ID w ..."..... I 0 I D . G I O 8 Y 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaairport.com - _�>. DELTA AIRPORT CONSULTANTS, INC. FLAGMAN DURING LING OPERATIONS ACCESS OFF SR 606 DICKERSON ROAD TCE AT AIRPORT GATE NO. 7 � SHEET KEY LEGEND C$Q CONTRACTOR STAGING AREA TSP TEMPORARY STOCKPILE -- --- TCE TEMPORARY CONSTRUCTION ENTRANCE TLOfA �--► �—► HAUL ROUTE (TWO-WAY TRAFFIC) ---- STAGING AREA ADJACENT CSA EXISTING FENCE TO SRE BUILDING. SEE GENERAL LAYOUT. x — PROPOSED FENCE EXPAND AIR TL011 EXISTING TAXILANE OBJECT FREE AREA CARRIER / APRON TLOFA PROPOSED TAXILANE OBJECT FREE AREA PHASE 2 -FALL 2019 EXISTING TAXILANE SAFETY AREA TLSA PROPOSED TAXILANE SAFETY AREA / — — EXISTING AIRPORT PROPERTY LINE PROPOSED CONSTRUCTION AMVEST WORREL CRITICAL SLOPES CORPORATE _ _ _ _ STEEP SLOPES -MANAGED HANGAR bop000000000a,°' STEEP SLOPES - PRESERVED / EXPAND ECONOMY / PARKING LOT > PHASE 1 - SUMMER 2019 / I / / I ACCESSIBLE PARKING SUMMARY / LOT / # DESCRIPTION EXISTING PROPOSED / 1 SHORT TERM 108 108 / 2 LONG TERM 748 728 / 3 ECONOMY 132 220 / f 4 OVERFLOW 201 201 r � TOTAL 1,189 1,257 ADA REQUIRED 22 23 ADA PROVIDED 25 25 5 EMPLOYEE 147 147 ADA REQUIRED 6 6 ADA PROVIDED 6 6 PLTH pF � / �O T J.SAUNDERS a Lic. 031974 08/20/2019 �SSIONAL ECG` PRIMARY STAGING AREA FOR ECONOMY LOT AND SIDEWALK ACCESS OFF SR 606 DICKERSON ROAD AT EXISTING VDOT ENTRANCE NOTE 1. CONSTRUCTION TRAFFIC SHALL NOT USE THE BOWEN LOOP ROAD FOR HAULING. 100 0 100 200 SCALE: 1 "=100' FEET APRON/PARKING EXPANSION WPO NO. WP0201900013 JOB NO. 17018/17019 PROJECT LAYOUT & DRAWN BY: PJW SHEET PARKING SUMMARY C103ml DESIGNED BY: JDB �l CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: - 100' DATE:I" JULY 2019 66 w 0 < 0 I �I I I / /Ii � //j�/% �/, //�/, \ �// llllllll�/l \ \ �_- 1I I I I I I I I l I I I I i 1/ I\\`\���i/�irririi�/-�� I II I I I III II \\� / % \//l// / Iillilll// J /� _ \ \\ \ \ 1 I , l/ /I//lI/IIIIIIIII1 1 1 1�� ,i// ///// /� v v llI l ///- vv l i / / / ////////// v v \ / / -- ////, // ll // l / l 11 I I I I 1 111 ��� �v I " / / ///�j///// //i ���� � - 11 �� �f� -����- --,--� - - -/- �i- - - . / // (� \ \\\ ��) l / / ///// , \ / � lll(I((((t / \ \ / I 1 / / I / i 1I( \ffi / / r ,L� ��r<_-�,J / 11�� \ \ \ i I I / i i l // ////i//ll/l/i// % /// //, -- � > ' 1- ?7� \ \ \ \ l i//////%, / // l /// / / i / / I L�4. J-� - - - �`L' - - _ / \ \ I \ I I / / I / /i/ / /%/�� / / / l//j/ i (I Il (1(/� //���% �` -�= ��/ 111//; -v / � / 1\1\\\\ \ \\\ \ 1 \ I 'III / j / 1/l l ///��� /i r l 11 ll� <v�� -- / // // , A / \ I I // //////////y �i/////// ��1/ //%����// (� � 1 \ 111 111111\ \���� �� o \\\\ /i//f / %/� / I \\\ \\ \ \ \ I I 1 I // I j / / / /// %� //�/r�/ / I ) 111 \ \ \\ /// // / / \ I / / /� / //// / SEDIMENT BASiN DESIGN SUMMARY CLEANOUT CLEANOUT TOTAL TOTAL DIAMETER DIAMETER BASIN DRAINAGE VOLUME VOLUME CLEANOUT VOLUME VOLUME RISER DEWATER FLEXIBLE DAM TOP WIDTH BOTTOM DAM TOP DAM TOP CULVERT DIAMETER BAFFLE(S) NO. AREA (AC) REQUIRED PROVIDED ELEVATION REQUIRED PROVIDED ELEVATION ORIFICE TUBING (MIN) ELEVATION ELEVATION WIDTH (FT) (IN) REQUIRED (CY) (CY) (CY) (CY) (IN) (IN) D 29.26 966 966 496.58 3,920 7,078 499.60 6 3 2.0 494.00 503.00 20' 36 NO EXISTING ' -i / - \\\� \�\\\�\� 1 I -� \\nlr i SIIIt / \�� - _ " ' -� _ - = . , �`"+ ��,\\ - C 107-1 \\\IIII\\\ \ \\\\ I I 1 / f / _ \ / _ � \ \ \ I II i i II IiIIII 1 _ . , \ \\I1I111Ii1�I 11111it\ J(01)���! I // /� _ -��\ `2*A\\� %/ v\ \ \ I/I//III IIII �// IIII II I Ill l l l l ll II //�� /�/ ////� _i, -v v i r / /// Illlllllf� i_� / -- BORROW &WASTE SITE LOCATION 7iCr /i r (r,-__ \ � I I I i t t I / r / t r , - , - - \ \\ \ 1\�l\\ il)il l ((I III I I Ili <«�� _��,� //\�1\ \\ l//i///l / / -`�-�- - >z� �� ��\ �� �\ 1 -- i _ -1,O -%-LOD I I I I l = J/%Jf� r I \\ \ ��/ / / l lr(� i � i � \�\\\\\ -��` >>� r / )IIiI(l%1/I�IIIIIII�I\�\�� - - -i I I�11 V� '-/r �/////% ( � % \\\VN A� �� /mot h -�0 // � - / / A -- ( � i A �;r ' III \ \ \ V A v / / ) �vv��\ \VA 1 \ / \ /� .1/ii/ \ \ _ l // /i //�114I>> IiI�I III 1 \\ \ _ 1 \ 111 1\\\\\\�\�\ - .,. �< / //// (/ l/ /// /ice / / / /� J - / -: \\�\\\\\\ �\ \\ 1 \ / / / / - - / ) \ \ \ 1 I I I I i tt l //// / /�i/��// _ /� �1// / � 1 \ \ t - _ ��/i//ii��/ r -!-�� /��/�'J _ z \\ 1 \ \ \ / 1 1)� ;> - - _-- I \\\ \\\ \\ \\ \\ , \I \ �\ / / / / / _ _ l i 1 I ( I �/�l� l� / // / // / �i/ii � / �_�j�/i ___ _�_ ) / \ �, � �l l� I II I// //// \\` \ \ \ \ // / / _ , _ , / I 1 , 0�� �� (, /// - / ice/ , \ - J _ _= , / /IIII - _- J/�� - _ - \\ \ ���\,�_ III . � \ \\ \ �� \\ \\\ 1 )I // //// /,- \-/ i \ \ 1 1 / / /�/ f, r�✓ii�� ( �, / \ \ \ ` \\ \\\\\\\ \ \\ 111\ 1 ) \ / ) I i I i I 1 I I\ �� �11I / l Illllll l / __ // /i �/ ,, -� -_ /� fire - - �� �\ 5 i ( t�/ - 1�1, / _ _-�� ) i I I /I f 11 �' \ \his\ \\\ \\\ \\\ \\ \ 11 11 1 I I I) r /// // //// // // / // / / / _- � � - _ _ / I \ I I ( I/1 /I / /l /�/ / / j iii �!�/ // j //j/ / SORROW EXCAVATION SITE //, /-_ � / %// / /IIII Ii \ j \1 -�`� \� \\--� - - ( I Ill \ \ \ \\ \\\\ \\\ \I III 111 \ / // % / / / // / - - - / ' / l l / /,�ILI //// /// /�/r/ �% /( = �/ //��/��� 1/l/ // o�\,)�o"6.II Ill �1111i z ��� = 1 III i SHEET KEY \ \`� \ \\\ \\ I ill I) l IIII 1///i/ / / / / - ` - --// I I i (, /,/// /I/ -�� /� �/ 1�� L,, - ��� / s�i �, ��\ 1 II/ / 1 / / / / _ % \ 1111 I I /// I /// / / /� /�/ �� " -_ / 1/(il(I ,ti111, I ( l l VA \ v \\\\\\ V / - _ �I) /// / / =%/� - //J� / �� / 1 / - ` PS l ( -�� ///,ice I Ili Illlli �� 1 11 \ V \\\ \\\ \ \ IIiI I1 /lI�I1/�) � ////ll ll/ / /l/ l / / / // - -- - �/ I 1 I IIIo I a / i /j i // / // /� \ Mu �(/i /� /i%// �I IIII CONVERTiSWM BASIN TO TEMPORA�Y SEDIMENT I II III) I 1 l/ i/ /i �� O I I l I II V A \ \ \V A\\\\\ \ I I // lIlI / /// //IIII / l l l 11 l ll % // / - - -- I 1 a I ( / I /', ////_- --1 / _-1 / TS r / � �1 BASIN. "S E TEMPORARY SEDIMENT I // / I III I�11 I I� i I I \ i\ �� ll/ / I// I/I/ // / // // // //� /// / // / / // �� - - - _ // / 1 // //l� °` �� % �,�o�/// j j/ 5tij/��- / �/ �\ �f� �1� 1) ������� }(Ii1f \ BASIN/PEMANENT SWM BASIN „D,. DETAIL" ((/ II III LEGEND I ! 1. )Il��/,,����.,�1,1/l,)/, ,//l,��l /j / /// l/ l / // / /,- / -- - -- ; - - /, 11 Il IIII I_ /ter/ir%r/ /� __/ / v ���;\ r _ -A ;� ��lI j � r -n _ �(� I i ��� I 1 1 I11 IIII I / } �/ / /// / / / i _ - i �� // /� / />�//// /�/ //// /�i- / / � --��� i 11 I C \� BASIN D II11fIlI BASIN E I'''���\ �/ I I II III iI I 1 DC DUST CONTROL ////�/ �// /- _ _-/X ,/ / // ll 11 /,x //////�/ -o__ / �,� ;1 / 1,_ IIII I EXISTING , �Z 1� I1 I II IIIIII / / / / / �. - _ / / //���/ � o / / / �i /�/ / I/ I / I , < �' sB1 ((I o y r / 1 I lI ARFF TRAINING PAD 1 I 1 /// / / _ __ _ �i o , / // ///// %// / " // / /� / 1Ii)) ) i V BIOFILTER i Ii(Il O �,, �� //� III \III i IIII iI4 II I MU MULCHING // // , i // % � -_ �\ i//% (��� ��// ///r/ / /i �/ / /i 11 l �' �I � L r / /// 11; I I I I I PS PERMANENT SEEDING �/ -_ / / / - v _ - 1) \<<< ��� / ,�,� ///��ii////% %/ � V v � ) �j `-�i= %l/ll / >\ i I I(I � �� -_-_, _�� / III III iIII1I1 O . / / '_ - / / / __ _ t l / \ ) ( �" /// /�/// �/� 1 I v �� i r / C� / r , I I I III I I \ � _ / / I I 1 / i1 i 1 \ t JJ �� \ // / ///� /) (A I - I I 111 TS TEMPORARY SEEDING (l i Ill�i I \ I ll I O - 5 Srr j / �))) (� /1� "� / / / iii� /i V v v j \ � � r 1 \ I 1 \\\�I l // / / / __ - V / % ��\ /� / b / /. / \ V J � / �� // / 1 l I �\A\\\ ST TEMPORARY SEDIMENT TRAP / / / \ I J »>j i �lll /��/ /%///� //l t / p \ \ \ \ , \ �� \ / /� / /, �J� , , t / iII III PRESERVE AND PROTECT EXISTING BIOFILTER. \ \\\\ _ I—, / / \ \ � \ l //�`l/�/� i�/i��///�(/ / // O \ \ � \ \\ _ \ �/� /// 11 ✓- I / __ _ i REPLACE MULCH. REPLACE -PLANTINGS IMPACTED -� - 15'�RCP \\\ \ r� f.._�► HAUL ROUTE (TWO-WAY TRAFFIC) / / _ _ \ i/%� /�� ��� �) �i i \� tc ///////if /ice// � - A A � V� A _�� V !1�l1/ /// �� i 'k-�_ _=� -----=�///) I) BY CONSTRUCTION. NO DISTURBANCE OR '�� �- / �VA� l / / / / � v v V l/l l / , I I (// l I 4 / // , / �r/, \\ //, l 11 / -- -- - -- - / / `�� _ - -� / SE IM BI - j �� A\ TEMPORARY STONE CONSTRUCTION ENTRANCE / - v \ / )f l I I / / / / B 018�2 \ �� - � ///I I �I % ��,� -- � i�� DIN OFILTERS \ - P R4r - -= - - / / / / / vv V i/ ////�<<��� ��l�ts> IIII /ll i �h / / //� / �! /!� / / ��� - _ _ _- _ ��> >111111111II ,11 , / _ a>i�I,� �I�� ; �i,�� / / ��� /�j� , _ �- / \ \\\� / I I I I 1 /Ill, I - -LOD D I- = / EXISTING FENCE / / / / / / v v \ i l / it/��l//r )� ��I �>>1 ��i (I I v / l ll 1 // /- r- , v v -_ -- _ -_ )%/1 // A _ /// 1 - --_ CONSTRUCT TEMPORARY i� - ,l s� f \ )Ill II \\ <��- \ _ �__,� % `�� J/// /%/ lI MUCK bUT FOREBAY BYPASS WEIR _ l \ ( - SF PROPOSED SILT FENCE / / V A / // ) i \ I 1 \ / / / 1 / � // /// /I- = PROPOSED DIVERSION DIKE / / I/i/���// / / /� /I// �i 11 I I / I // / / �� �, - TRUCK WASHING STATION, ) i fit / // / \ \ \ \ 1 1 / /// / i / / /�/ _' ��///%/ //////��ll II „ _ AT BEGINNING AND RIPRAP, CLASS AlAI i I v / / /Illlll �ll 0 111A\ / \ \ //// l lr J ) 1 I 1 \ l l l I, A -�i i / /// // TEMPORARY TRUCK �� \ v BYPASS WEIR DETAIL // / / / / \ V I / ///,/ I// / // � ���� //% / i i ' l i l / 1,��% l /// i % - PS / ////%�� ///%// / WASHING STATION" %/// \\ END C�F PROJECT 100 X 12 i / / 1II111 II III ,� / / 1,). A � � // / / l / , _ MU /r // t /l / ( \\ l / / / ( t / \ / l I " / / / �� \ I 1 �- - --- -LOD- LIMITS OF DISTURBANCE NTS / / / / / V 1 I / / / ���� I / / I 0 �/� j rs 1/f//////)v ll�i//� �! DETAIL l q( �� 4 SEE. "BYPASS WEI�t ti�IL � / / / Illllll /ll v v 11 L� i / / v \ \ / l i / ' ",,� /./� V �� (__ ( I / 1 / // / / ;/ / `0 _ / �/ /� �c -�/// I l / � l/ ! l / v i Sao / / / V III / I I ' [ � �-) ? �� I / / / // \ I I /�� CK WA'STt SITE/� ///�/// /////// j1 I / 1/ 1I� V , - - EXISTING AIRPORT PROPERTY LINE NOTES: / // �� I I 1 / / Il// III` ��` � (� V� _ , / i % l / /// 11 v l l // \ A I I \� \ l / Vim` // ////�// //�f� l l � 1 I i / III \ i i �_ w��-v - EXISTING TREE LINE / / i I1��� ���_,`, I v�yvv��Aj' /l/IIIlull /1���� �v\ v �= =%/�,/ r� /lj/// i / I ire �I`� ( // l l //IIII i� �� 1. CONTRACTOR SHALL EXCAVATE BETWEEN FOREBAY AND BASIN / / \ 1 I (��(` � i �, \\\\\� \ \ \ " / _- 7/ :: /�/ ///�//� / ' I '\ \ � ` \ ) � I)I( 1 p ' l ( / ' \ // / / / // _ \ I I \ �� ^ \ \ ��\ \�� I / l l l l / I �- = f // /� ///� l ) \ \ \ / / 1 1 / 1 / 1I IIII l \ `// // CRITICAL SLOPES WEIR AND CHANNEL. // \ \\ \I \ \ \\\ \�� `L= \� I \\ i 1 I' 1 / l l )� (I l \ \ �� \ J = r/%/ ////�f /// // \ \ t I \ ) 1 / i III i' // �/ i i //// // / \� \\ \ �� �1\\1 ��� I /Ill, 11 t \\ <� %�,� ,,, ,/� ( IIII t I I / ltll I / // / \ \\ \\\ \�- \\� \\ \ l�\�� ,\\ 1 1 / / 11 1 / �J r \ \ �L�� < %1 1 , i ) ` I 1, \� I ( % 11// 1 / \ ,� / /, - STEEP SLOPES - MANAGED 2. FOR REMOVAL OF WEIR, WEIR SHALL BE FILLED IN WITH / / \ \ \\\ \\\\ �� �� \\\ \ , \\ \ \ \ / / 1 I Ill I ( / \ \ QOI--- \) 0@i.��-' �40�- - O `j \\ J i I U I t Illf I I % //// COMPACTED SOIL AND STABILIZED WITH EC-2 MATTING. / /// / \ \ �� _\�\� �\ \\\ \\\ \\\\\\ i I I I i 1 / l G \ `�� I \ ( I r IIiII I % / // / /� /// STEEP SLOPES PRESERVED ,� / / _ vv -vvv vvv � v \v \ \ I 1111// /l \ \ '1���1v1 \ \ v v V 11 If 1 I �, v v 1 /�,��1111//,/� lll I//////�� ���� 3. BLOCK EXISTING BIOFILTER WEIR WITH SAND BAGS WHEN /// // /// / - V� ���� ��V \\\ \\VA�l)� \\\VA\\\\VA - I I i I I I I I 1 I (/// / \ \ \ V� A /// �,���I �V�\��\\\�\\\\�\� \ \ \ \ IiIIIII \ \ AA �A A 1 �v I /I//� ///// /,� BYPASS WEIR IS INSTALLED. REMOVE SAND BAGS WHEN BYPASS ' /// / / � _Av �� iL A \\ \\\ \ I l I I 1 I I I I I I % / \ \ \ \� % \I \A\ VA\ \\ \ \\ \ \ \ ) � I i � i I 1, � -v VA \\ \ I I /� /� I b � �// ///// // /� /' / / / / / vv y vv v vvv\��� �� fvvvvv vvy vv� I I i I I I + v 11�� r ��. 1 vv�vvvvy�vvvvv (I 11 / ( �v I I r �1 /I v // , li /ii /ii �, IS REMOVED. �/ / / VA �, v A\ ��� \V A\\ \\ v\ i i I 1 \ v�1 1� r \ \ \ \ \ \\ \ \ A I � L = �\ l �l �� v / l l ll/ 11 // NOTES vv\� v v \\��\ � \ I I I I i A � \ v 1 � \\ s � � \� 1 I � � /l /l li / 4' 4' 4' DEWATERING DEVICE 100 YR HIGH WATER, ELEV = 500.28 10 YR HIGH WATER, --�. ELEV = 498.05 ��. BASIN BOTTOM 8" DIA PERFORATED ELEV = 494.00 FLEXIBLE TUBING 6" TEMPORARY ORIFICE ELEV = 497.60 6 PERMANENT ORIFICE ELEV = 494.00 TRASH RACK // / / / / / / v vv \ �w �-vv,y 11 \V\ \\VA\ I I I I III 111'\\ � v \ J' / 1111/ \ \\� \\V\\\1\\\\ V d F �,� ( 1 ) 1 ,- _r 1 / / - I /l/ l // l l / / � � v vv \ \ v v\&v\\ v \\\\\\ \\ \ _ I 11 1 1\ V A VA �� �I1 'I��A� § v\ \\\ ��� \ ,�co (IIII a � I / ,)////ll�ll/// 1 //// ///ll////ll llllf / / / / ���� \ V \\ �\ \ V\ 1 1 1 \\\ \I \ 1 \ \ f S\VA \\\ \\ z) Ii 11 i � / /� / / / // / ////// // 1. SILT FENCE AND DIVERSION DIKE SHALL BE PAID FOR AT THE / / ^ - A V� \ \ \ \ \A \\ \\ I I 1 \ \ 1 \ ,\1 /- \ � \V A \ \\ \ \ � ��// /� / I // / // / l // CONTRACT UNIT PRICE FOR EACH RESPECTIVE ITEM. ALL OTHER �� ' / - - v \ vvv v VA v VA\\\y� ��II\\\\\V A\ \\\� l I / I I��j ); I l v v vv 1 1 \ 1 ,'� \ / / l I Il /� - / - V \ \ \\ �\ / � \ / I i I \�A�\\�\\\\\\� \\ \ \ \ �,�� I) Ili ( � � / / �� //� /// / /� /, /� // ///// I / // / EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS / / V A \ \ \\\\ 1111111 1 I I 1 \ \\ I l \\ \ \ i / / //f/// /�/ / �/ l/I // SHEET SHALL BE PAID FOR UNDER THE LUMP SUM ITEM FOR ITEM / i / %i A \ \ \ \ II I / I ( I I// / / /]�/ I ti II l VA�A�\���\I\\\\\ / \�A DC MU I I I j I� �I /� / ////� / // - /. //// //// /// //// I P 156 "EROSION &SEDIMENT CONTROL (BORR(OW AREA),./, '. !, _ v � \�1 1 1 \ 1)l/ I IllllllIIiI11 �/i 1I I l/i /J v - �''��t �v \V11 ��VA \ °,��� °�� - Ps I � I / / /// /i�//� i ���// IIII/ l Ilj / / l f\� \\ VA\\\\\ \\ \ \� \ 1 ) / I II i- / / //�// //// /If IN//// l l//l/l l/1 2. CONTOURS ARE APPROXIMATE GRADES FOR THE BORROW SITE. TOP OF DAM / - _�\\\ \1 �� \� I \\\ \ \ (I TS I ///// / / / // CONTOUR DATA ON THIS SHEET IS SOURCED FROM GOOGLE I V ` \ \ 9 \ \ V\\\\V�\\A\\�� / \ \, /// ////// /// ///// //ELEV = 503.00 %/ = \\�,v V ,A �V \��� \ \VA \ \ V \`\ \ \ _ l T - ,1 1 I / i l"//",i �/ // ll EARTH. WIDTH = 20' = I i�1/� �V A \ V A \ \ \\\ \\\\\\\\ / i i/� �A I `� ,, ��i j / � /// / /j /,/ / l % PRECAST ANTII-VORTEX I I I VA\ y\\V A\ V�\\ \ \\ \, , ������ 5,�� I L /� /j/%/ �� ��//�� I / // // ��// �� //l / 3. THE CONTRACTOR SHALL INSTALL SILT FENCE DOWN HILL FROM TOP OF RISER, - DEVICE ( � IIIII�( V\� 1 11 \vAV� V \\ VA�V\\\\\�\\A\\\\ �� \\�� \� V i ') / /// /% /ice, //////� / �/ // / �� \ / / / // // // / / / ALL EXCAVATION. ISOLATE EXCAVATION SUCH THAT NO MORE ( I �� \\ \\IIV \\ \ \\\ \ \ \ \ \ \ �� (�� \ 1 (/ / //% �j/ //' `J v / l/ / // �' / THAN 0.25 ACRE DISTURBANCE OCCURS PER 100 LF OF SILT ELEV = 499.60 \ / VI ,1< <I �� I I I 1 \�\ \ '\ 'N �\ \ \\\ \ �. - / , i O / /// / /// // / / / EMERGENCY SPILLWAY � �� �� 1I1 l l 2 I \\� \ \ \ \ \ \ \ \ �_ f i ' 1 - i / / �/ / � /j //j///� l // // / I / ELEV - 501.00 �7 I � � I /1 V �� \\�\\\\\� \ � 1 �\\\ /� � j� \ � � � / / // / � // � � /, // / V // / / / \ / FENCE. (VESCH 3.05) \\ / 111\ \ C \ \���\ \\\\\\� \ 1 \ / / / /i / / /i/ / �� // /i /i / I',�� \ \�\\\` f \Ill//\\�, \ \ \\ \\\\\\\\� F_ L \\ // � - /i/ii/ / Z� , //ii� d -/ i / /( ( _ � \ \ \ ) \ \,\ / % / / / I I I Ii V \ \ \ \\ \\\\\\\\\\\\\\\ \\ (� �f l _ -\ \ \ L _ = _ j ��� / // J // /� // ) \ / - 4. EMBANKMENT OF ANY MATERIAL WITHIN THE SITE AREA SHALL BE \\ \\ % -- // / ////r //l %/ / / / / \\ \ ` - ` / /// ,/ / // /// / \ �` PLACED AT A MAXIMUM SLOPE OF 4:1. i I I \ \ \\\ \\\ \\\\\\) \ - ! ` - \-- �///,///� /-�_� / `` / ////f - \ /�� 5. GRADE BORROW AREA TO PROVIDE POSITIVE DRAINAGE ( I ( / I l 1/ / / / 1/ I ` \ \ , \\\\\\\\� !� �� ��`-- C7 - J - ' = - //// / - �' //// THROUGHOUT DURATION OF CONSTRUCTION. / / I I i l \ �' \ \ I 1 /// / �� __� �ZO1 �� \\ \\\L _Fz ��� �� = / - T _ / / , \\ / 6. BORROW SITE AND EXISTING BIORETENTION APPROVED UNDER / \ \ _ \ \ _/ _ - ////�� / // / / / / �\\ \� f SITE PLAN AND WPO 2010-000016. �\�\\\ I I 1; I I i // � /� \\ \\ 1 Z � \ � � \\,- / /i �\ \ \\ /i1. / \I 1 / / = = \ \ J = -\��11 ��/ / \ \ \ ) I ( I I `, % \\\�\\\ \ \ �`� \- _ �jj� //� - - - ��=`i /� �i / '� j// j// / r ��\ \ \ / 7. THE CONTRACTOR SHALL PROTECT THE EXISTING BIORETENTION / \ I \\� \ \\ \ - \�``��- - i i _ \ // //// /// / , / / i FILTER FROM SEDIMENT. ANY CONTAMINATION SHALL REQUIRE J , f (1 I ` \ \�\\�\�� \ \ \ i �� �_� - f��i - - J �_ OO __ j -\ /. �� //%// / \ J /l I/III l l //� // /// BIORETENTION REPAIR AT THE CONTRACTORS COST. I 1 I \ \V ����_�: � �- -�_� __ % - _ i��� //// l / / / i 1 v v,v / I I i \ v vvvvvvv �, �v \V < _ v //� l l ll t (/ _ / l /// /// l // /// / / �/ I \\ V I �/ I \\ \\AAVA V � A --_ - _ �� / /� , v(� II I� i II II � 1 /� / �/ / ////// �/ // SEQUENCE OF BORROW SITE E$SC A A \VA\ \V��,AVA\ �� _ _ / V // IIII �1 \1 I SIN C / / / / / ///_ 1. INSTALL CONSTRUCTION ENTRANCES. _ J l 1 \\ ���_� �� \ �� - _ --�/ \ / //� % / \ \\\\\�\\\ /�//// �l/ //l/l/ f// //�� 2. INSTALL SILT FENCE AND DIVERSION DIKES. \� \I \ \ 8 01&�SA� \ y \\ � -� �\ -� - ! S�S� - - / \\\\ \\ // / �' 3. INSTALL SEDIMENT BASIN. SEE DETAIL. --- 1( ` I(l� 11 I \i \ J \ / ( \ \ -- �� �� - \ �(�? -- _ _ \ \ /%�/j // \ \\\\\\\\\ / /� ll/ l //l/l/ l /////'/ 4. INSTALL BYPASS WEIR. SEE DETAIL. �- \ \ -___ ' � � _ = \�~ / \ _ /////// �\ / \ \\\ \\ \ / / I //; S. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, �---- � \ \ v \ \ ___ - - - - A�) / / �qi�l- - ~ � ____ -� / /� \ \ \\\ /// �/ / // i TOPSOILING AND GRADING MAY COMMENCE. - -- / ' I \ \ __ -- _ _ - �r _ � - - - \ ^ //IIII \ \\\� 1,�\\�\ /// / /�l l l / /i/i �/ lG �� C f \ \ �2�$'Z _ - -- _- - \ ///// (�/ / / � �\\\\�\\\\� % �//�/� ///////�//// /�// / 6. STABILIZE THE SITE AS GRADING IS COMPLETED. /��_ J - - - /- -- r \ / / / � \\ \\ /// / / // 7. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, g.`,W \\\\ �� J_ \ \ _ _ = _ ` j �� / // (l \ \ \\ \�\ - //l/ 11 �r %/ /// REMOVE ALL ESC DEVICES. -_ - _ vvv __ _- _ -�,v_ v 1 ?��-vvv���_ 'I /i ,�,, �����\� �` - -- - - _ _ ( �l111 /j Ji \ \� /�///// / �// // 8. CONVERT SEDIMENT BASIN TO SWM BASIN. SEE DETAIL. S$a�\\�\\\56 - \ �- _ - - �/ �� - _ \ - / I��l ��ii /�i \\ �� - / ///f ( //�L�� 9. REMOVE BYPASS WEIR. _ �� \ \ i = \\\\\\`\�\ _ _ - __ � _ i _ _-1-1 \ !ice \\\ - / / �� ����� 10.CLEAN OUT SEDIMENT FOREBAY. -'�'\ j \\i\1\\ - : -= �`_ _ `� - / \ - - _ \ \ _ _ __ \ \� � ] � ''i - \\�\ , ( I l / r ( 1 \� -, 11.REPLACE MULCH AND PLANTINGS IN THE BIORETENTION FILTER. �-_� 1 _ = � _ _ \ _ \\ _ L_ __ _� _- - _-_ - -Jti_-- j`, J / _ \` _ \ \\ \1 �\ of /�/���1/l%/a�({, ) I_ _______ -__ ___- _=-- __-___-_-_--__ - __�_--_ _ \\\�\ijll _ _ - ___ �_ �_ .__ i �-- _-- _ _= = - = =6.D� = = = - = - _ _ _ - _ _ _ = _ _ - _� _ = �- _ 7� = __ _ _ --- _____- -- -_ -_- __ - - ` __ - - = ssa = -- ,. - -_ _ _ _ _ _ = _ _ - _ _ _ -cam _ _ _ -- 11111111111111 i - - - -- _ _-_ - ! __ � J 1111111111111111 Ili 1 - - = - - - _ - -t � � ` -�__ � < o << _ - _ - 575 iI 11 1 -RS�k _ _ _ _ --- - - - --� -- __ -- \ - R \ \ �S - -_ �A _ - �-\ \ II ld III 111 III -- v v \\ v v _vv v v Imo- III IIIIIiIIIIIIIiI11 v _ - -- ___ v v\ \ v v v v v v v v v_ III III iiiIiillh�� - - - - - _ - -_ ---- _ - , \ \ \� \ \- \ \ \ \\ \\ =� \_\\ \ \\\\\ �.\ \ �\ �, �\ \ \ Ir III IIIIIIIII�ll�IIIi`lI`'' - - - - - -- - -- 7, � �- -- / /\ �. - \� _ -�' �-\ /��\ \ ` I . � \ \ - ��' � � I04 � ill�llllll�lll��llll��l -/ A v INV OUT = 490.80 I 4 140 LF 36" RCP, CLASS V @ SLOPE = 2.00% ---v ------ 4 TEMPORARY SEDIMENT BASIN/PERMANENT SWM BASIN "D" DETAIL NTS NOTES: 0 1. MUCK OUT ELEV = 496.58. CONTRACTOR SHALL MAINTAIN STAKES LABELED WITH THE MUCK OUT ELEVATION. 3 2. ALL MAINTENANCE ASSOCIATED WITH BASIN PAID FOR UNDER "EROSION AND SEDIMENT CONTROL (BORROW AREA)" PAY ITEM. CONVERSION TO SEDIMENT BASIN 0 SEQUENCE OF CONSTRUCTION FOR BASIN D: 1. REMOVE PLATE AND BLOCKING ON TEMPORARY ORIFICE. 2. INSTALL PERFORATED FLEXIBLE TUBING RISER. 0 3. REMOVE AND STORE ORIFICE TRASH RACK. A i r NO. 4. PLUG PERMANENT ORIFICE WITH STEEL PLATE AND GROUT REVISIONS BY I APP. I DATE CONVERSION TO PERMANENT SWM SEQUENCE OF CONSTRUCTION FOR BASIN D: 1. MUCK OUT THE BOTTOM OF SEDIMENT BASIN. 2. RESTABILIZE BASIN. 3. REMOVE PERFORATED FLEXIBLE TUBING RISERS. 4. PLUG TEMPORARY ORIFICE WITH STEEL PLATE AND GROUT. 5. REMOVE PLATES AND BLOCKING ON PERMANENT ORIFICE. 6. INSTALL ORIFICE TRASH RACK. 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 www.deItaairport.com ���, _ DELTA AIRPORT 1AW "11111h, - CONSULTANTS, INCe PLTH pF L �° % ��� o T J.SAUNDERS a Lic. 031974 ' � 08/20/2019 4� VICr5IONAL V�G APRON/PARKING EXPANSION PHASE 2 BORROW & WASTE SITE PLAN 100 0 100 200 SCALE: 1 "=100' FEET WPO NO. WP0201900013 DRAWN BY: DESIGNED BY: MEN CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE: 1 - 100 JULY 2019 JOB NO. 17018/17019 SHEET C107ml cjl2 h py W 0 x 50+50 �HLINE SHEET C1 09- 1 51�6 + + + + + + + + 4 + GROUND + 4 =t: 4, _uG 55-�V + + T_1_.___ ------ u 44 u + + + Rcp 15, C IGHT 56+50 + +00 N56, 4- + + + 4- 4. + + li + + 0 4 + ECONOMY P OT + + BEGIN FENC REMOVAL ER 40 n T U Ij u GLIGHT 900'RT STM DI BOWEN LOOP ROAD STA 56+74±, 909'± R 900'RT 4..+ + B IN CONCRETE CURB REMOVAL + ��ii�� 02 TOP=615.49 — STA 56+67.7±, 915.3'± 1.0.=610,89 (15" RCP) \+ 4 C) Q(D _uG HT OU x 7GR �Na -9 �n MIL '170 IDTH AT TIE-IN (TYP) + FO + + 4- I on" (ffo - _UGf7 uur FLl STM MH L1,9HT 5 T TM DI A TOP=617.79 T + + + 600.68 BO C) 1.1=607.29 (15" PVC) 1.1.=599.34 f- 4- 4. T M=, + + + + + 4- 581 .58 R (36" RCP) 1.0.=588.89 (36 RCP) + + + + 4 + + + + + + + + + + STA 57+78±, 980'± RT END ON RETE CURB REMOVAL + + + + + + + + 4- + + + + . . . . . . . . .. . R TA 56+53.4±,1003.2'± R + + + + + + + + + + + + + + + 4- X 7 + 4- + + + + + 1 4- + + 7 + + + + + + + + + + + + + + ci 081, 1 4 + + + + + + + + + + + + + + + + + -41- 4 ::,� I I "I + + + + + + + + + + J + _f + + + + + + 4 + END FENCE RENiO AL s =7 + + 4 . . . . . . + 4 + + + + + + + . . . . . . . . . + + + -4 + + + + //////// STA 57+81±, 983 T P=593 X 1.0.=591.50 +1 + + + + + + + + + + + + + SHEET KEY TL OGROUIVO ---UGE LIGHT + + + + + + + + + + + + (15" RCP) + + + + . . . . . . . . . + + + ST� 55+ 1029± RT /+ 4- + + + + + + + + + + + + + + 4- + + 4- + + -i . . . . . . + . . . . + + REMOVE CONCRETE CURB TO + + + + + + + + + + + + + FOR PROPOSED SIDEWALK + + + + 4- + + + + + + + + + + + + + + + + AND DETECTABLE WARNING + �j TO T. 55+69±, 1034' T LEGEND -f- + +_ + + + 4- + + 4- 1050'RT 1050'RT kBM -X BENCHMARK LOCATION --- ---- S DI + + + 4- + + + + + + -4- + + 4- + + + TOP 591.97 STA 58+27±,1043'± RT B-X BORING LOCATION (APPROX) Z + + + + 4 + -4 + + + + + + 4- 1.1.=58 .09 (30' 1.09 55186±, 91± RT RCP) EL-2 z tx EXISTING STRUCTURE NUMBER + (24" RCP) UND + + + + + EXISTING DROP INLET + + + + + + + + + + + + 4- + + 4- + + + + + + + + + + + + 3TA 55+93±, 1 3'+- RT Q) x EXISTING DROP INLET TO BE REMOVED EXISTING FLARED END SECTION + + + + + + EXISTING ENDWALL/HEADWALL[WINGWALL LONG TERM + + + + 4- .4- EXISTING ELECTRICAL STRUCTURE PARKING i- 4- -4 + + + + 4- -1- + + + + EXISTING ELECTRICAL STRUCTURE X X + + + + + + + + + 4 + 4- + -f + TO BE REMOVED X EXISTING TREE TO BE REMOVED "IF + 4- + + + + + + + + EXISTING FENCE + + + + + + + + + + + + + + + + X X- EXISTING FENCE TO BE REMOVED + 4- + + + + + + + + + + + + . . . . . . + + + + + + + BRICK UP 12" RCP INVERT �A PRESERVE AND PROTECI RELINEEMEEM EXISTING STORM DRAIN + + + + 4- + + + + + + 4- + 4- + + + 4- + 4- d- + + + + FLOW FILL 12" RCP - EXISTING BRICK SIGN AND EXISTING STORM DRAIN TO BE REMOVED xxx REFER TO LANDSCAPE PLAN it + + + + + + + + + GROUND LIGHT TO REMAIN EXISTING EDGE DRAIN/UNDERDRAIN SHEETS FOR LANDSCAPE _x x x EXISTING EDGE DRAIN/UNDERDRAIN CHANGES + + + + STM 7ROUN, z Z16HT ROUND TO BE REMOVED 1�1200' 4- + + + + + + + + + + + DI TOP=584 3 LIGHT EXISTING ELECTRICAL CONDUIT/CABLE + + + + + 0 4 + + + + + + 1.1.=577.8 24" .4 CID) EXISTING ELECTRICAL CONDUIT/CABLE X X X TO BE REMOVED RT + + + + + + + + + 1.1.=575.3 1 1200�R`t — — — _u EXISTING ELECTRICAL DUCT + + + + + + + 1.0.=574. + (24" 1 ZCP) / / / / / / / / / / / / + + + + 4 t- 4- 4- )+ FO EXISTING FIBER OPTIC LINE + + + + + + + 4 +(J-/7, 4- + 0 + 4- _�o + + + + + + + + + + --r + + + + + + + + + 4- + + 4- 4- + + + STM DI EXISTING AIRPORT PROPERTY LINE TL OFA - EXISTING TAXILANE OBJECT FREE AREA + + 4- + 4 + + + + + + + 4- + + + + + + .+ + 18" RCP + + + INV.=563.89 (GRATE) TOP=580.05 Z� 1-0-=57TO5 (12" RCP) / TLSA-- EXISTING TAXI AN SAFETY AREA + 4 + + + + + 4 + + + 4- 4- + + + / / REMOVE PROPOSED BITUMINOUS PAVEMENT REMOVAL + 4 A- + DRAINAG� 4=b + 1- 4 + A_ A 4 4 4 + + + + STRUCTURE� PROPOSED CONCRETE PAVEMENT REMOVAL + + + + + + 4_ 4- 4- AQ + + -1- + + + CO STEEP SLOPES -MANAGED + + + LT-9 + + + 4- _i__ 4- 4- + + 4- z LT-1 I '14- + 4- + + + + + PROTECT WOODEN GUARD RAIL TO REMIAIN 4 STM MH TOP=573.00 1.1.=563.00 (18" RCP) 1.0.=559.62 08" RCP) 011 STM MH TOP=575.49 CPA cc 11=567.69 (24" RCP) 1.0.=567-59 (24" RCP) UGE c cP_3 GROUND LIGHTO C7 NOTES uu GE 1350'RT BOWENLOOP ROAD GE DI (GRATE) i7 1350' RT 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO SHEET G002-1 FOR DEMOLITION NOTES. 3.57 (24" RCP) w ------ I.O. 7 (18" RCP) .57 (36" RCP) 0 �1� 3- SAWCUT NEAT VERTICAL FACE NO SEPARATE PAY ITEM), 4- REFER TO "PHASE 1 EROSION & SEDIMENT CONTROL PLAN" AND R AVO 6 OU LIGHT "PHASE 2 EROSION & SEDIMENT CONTROL PLAN" SHEETS FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL W_ 00, .10.10 F9_1 MEASURES. 5. REMOVE EXISTING CONDUIT AND CABLE AS ORDERED BY THE ENGINEER SEPARATE PAY ITEM). 4 4- + 4 + + + + + + + + + + + + .0 (NO 4- 4. + 4- rt 4- + 4- + + + + + + + + + + + + + + + APPROXIMATE AND + -4- + + + + + + + + + + + + + + + + + + 6- LIMITS OF PAVEMENT REMOVAL ARE SHALL 4- -4- 4- 4 4- 4 -1 + + + + + 4- 4- 1- --- -1- 4- 4- + + + + 4- 1-, + -1 11- + + + + + + + + + + + + + + + + + + + + + + + + + . . . . . . . . . . . . . + + + + + + + + + + + + + + + 4- + + + + + + + + 4 + + + + + + + + + + + + ND W ""T LIGHT W_ W_ W--- BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. 7. REMOVE ELECTRICAL MANHOLE, HANDHOLE, OR JUNCTION STRUCTURE (NO SEPARATE PAY ITEM). + + + + + + + + + + + + + + 4- "SF-N3", "SF-N7" + + 0 ot� 9: GROUND BETWEEN HANDHOLES AND EAST DURING DEMOLITION AND CONSTRUCTION. PROVIDE A MAX OF 2 SPLICES PER ACTIVE STRAND. PROTECT CABLES WITH CABLE GUARDS. (NO SEPARATE PAY ITEM)- ID 010 30 0 30 60 + + + + SCALE: V=30' FEET 50 50 52t00 53+50 + + + 4- 4- -4- + 4 + + 55F00 0 5 58+00 NtTH ot, 2700 Polo Parkway Midlothian, Virginia 23113 DELTA T 0 T J. SAUNDERS APRON/PARKING EXPANSION WPO NO. WP0201900013 JOB NO. 17018/17019 PHASE I DEMOLITION DRAWN BY: PJW SHEET phone: (804) 275-8301 Lic. 031974 TAN —www.deItaairport.com- 08/20/2019 INCe s 01 S/ONAL MILLING, REPAIR LAYOUT DESIGNED BY: JJABC108mi CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: 1 30' DATE: JULY 2019 NO. REVISIONS BY APP. DATE 1 300' RT 50 52 00 53 50 \ I 5 00 / 56 50 RSA RSA RSA R A - I- F- RSA / / RSA RSA � w ff � TOFA FSA TSA TAXIWAY "A" STA 52+03.88, 426.00' RT STA 52+35.1±, 461 A'± RT TOFA TSA TOFA - ' I y I TOFA TOFA TOFA 50 x ` I f � � * T — \ \ TSA REFER T ,TAXIWAY LOSURE PLAN"' -© ---- _ FO I�DDITIONAL \ OLITION PeFA----_= - -L. - - — ---- — .. JENGINEER. MOVE EXISTING AIRFIELD DANCE SIGN AND BASE. STA 53+61.97, 426.75' RT CKPILE AS ORDERED BY THE X X X Xx - - -A-- - x - -- -x-- -�- x 450 RT REMOVE EXISTING BASE MOUNTED MITL (TYP) STA 52+03.9±, 460.9'± RT - - - `SA - TSA - - --{ TSA PROTECT EX' TING ELECTRIC L HANDHOLE X "AFL-A2 / SF- " TO BE ADJUSTED TO GRADE ° QCA -A X X OF a ° lil A-01 e a d a ° 9 d ° a d .. a e DEMOLISH EXISTING IBER APRON X��- OPTIC HANDHOLE "S N4" , a a (NO SEPARATE PAY I M) �A-02 a� NOTE 3 e < . e ° G -4 3S a ° ° ° 4 I 0 ° e U I — a �A-03 600' RT--- G 4 X a j ° l e ed ° a d a G ° ° a ' ° Q a e REMOVE EXISTING e BASE MOUNTED MITL STA 52 03.88, 695.5 ' RT 4 STA 52+ 00, 695.59' T 24" RCP - ---•- STA 52+00.02, 718.46 RT % PROTECT EXISTING FIBER OPTIC ° - MANHOLE "SF-N3" TO REMAIN. a l` a (NOTE'8 u FO FO FO FO 0- 39 xx =�E X — .._ 7 RT �E UGE GE UGE UGE BEGIN FENCE REMOVAL 7 STA 52+21 ±, 734'± RT U) C \ W J m _ ai o \ U _ (7t] _ — o Y C +T \ 5d+50' MA C�-ILlN SHEET G108- I NOTE 3 2700 Polo Parkway a Midlothian, Virginia 23113 ti phone: (804) 275-8301 www.deItaairport.com - i 2 NO. REVISIONS BY APP. DATE 1p_ �A-10 E zA-04 GE zA-11 c) rn �A-05 ,A-12 E :CT EXISTING PARKING LOT UNDERGROUND ELECTRICAL Y10 55+00 DEL DEMOLISH EXISTING FIBER OPTIC HANDHOLE "SF-N6" (NO SEPARATE PAY ITEM) TOrL - X �— zA-07 X REMOVE DRO INLET STRUCTURE o Q of Q a U TSA 58 TSA 1 44 REMOVE EXISTING BASE MOUNTED MITL (TYP) TOFA X — — -�W---- X — — -mot I TSA - TSA - PROTECT EXISTING ELECTRICAL , HANDHOLE "AFL-A4 / SF-N5" TO REMAIN (NOTE 8) i PROTECT EXISTING FIBER OPTI ,--Hy F STA 58+00.00, 495.13' RT — NOTE 3 OFA STA 58+00.00, 510.80' RT O ti Q REMOVE ENDWALL (NO SEPARATE PAY ITEM) A-13 END FIBER OPTIC CON UIT REMOVAL STA 57+0 .3±, 726.6'± RT \ o i + + + +Q !- + o +- + ; \ % + ' 10) O \� Q END FEN E REMOVAL STA 56+1±, 835'± RT NOTE 8 56+50 NLTH OF T J.SAUNDERS y Lic. 031974 INCe �o�� 08/20/2019CONSULTAN SSIONAL "' 0 O TLOF, TL SA 300' RT m C10 �1 SHEET KEY 450' RT (� LEGEND QBM-X BENCHMARK LOCATION �B-X BORING LOCATION (APPROX) SEX ;; EXISTING STRUCTURE NUMBER ❑ EXISTING DROP INLET X EXISTING DROP INLET TO BE REMOVED C-] EXISTING FLARED END SECTION EXISTING ENDWALL/HEADWALL/WINGWALL --- lnl lCl EXISTING ELECTRICAL STRUCTURE EXISTING ELECTRICAL STRUCTURE X II TO BE REMOVED I I X EXISTING TREE TO BE REMOVED - - - EXISTING FENCE tit- X EXISTING FENCE TO BE REMOVED it, X 7 EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED - EXISTING EDGE DRAIN/UNDERDRAIN - X X X IBEIREMOVED EDGE RAIN/UNDERDRAIN TO - — EXISTING ELECTRICAL CONDUIT/CABLE X X x EXISTINGELECTRICAL CONDUIT/CABLE BEREMOVED -- - EXISTING ELECTRICAL DUCT -FO -- EXISTING FIBER OPTIC LINE 600' RT - - EXISTING AIRPORT PROPERTY LINE - , EXISTING TAXILANE OBJECT FREE AREA TL SA EXISTING TAXILANE SAFETY AREA PROPOSED BITUMINOUS PAVEMENT REMOVAL PROPOSED CONCRETE PAVEMENT REMOVAL STEEP SLOPES - MANAGED � \�Lj NOTES L 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO SHEET G002-1 FOR DEMOLITION NOTES. 3. SAWCUT NEAT VERTICAL FACE (NO SEPARATE PAY ITEM). 75O J 4. REFER TO "PHASE 1 EROSION & SEDIMENT CONTROL PLAN" AND "PHASE 2 EROSION & SEDIMENT CONTROL PLAN" SHEETS FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. SMITH- rx, 5. REMOVE EXISTING CONDUIT AND CABLE AS ORDERED BY THE ENGINEER (NO SEPARATE PAY ITEM). WORRELL 1 CORPORATE 6. LIMITS OF PAVEMENT REMOVAL ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. HANGAR 7. REMOVE ELECTRICAL MANHOLE, HANDHOLE, OR JUNCTION STRUCTURE (NO SEPARATE PAY ITEM). 8. TEMPORARILY REROUTE EXISTING FIBER OPTIC CABLES ABOVE GROUND BETWEEN HANDHOLES "SF-N3", "SF-N7" AND EAST DURING DEMOLITION AND CONSTRUCTION. PROVIDE A MAX OF 2 SPLICES PER ACTIVE STRAND. PROTECT CABLES WITH CABLE GUARDS. (NO SEPARATE PAY ITEM). �1 30 0 30 60 6==Pmmm9— mod SCALE: 1 "=30' FEET APRON/PARKING EXPANSION WPO NO. JOB NO. W P0201900013 17018/ 17 019 PHASE 2 DEMOLITION, DRAWN BY: PJW SHEET MILLING, REPAIR LAYOUT C I DESIGNED BY: JDB 09=1 CAP SCALE: DATE: CHARLOTTESVILLE ALBEMARLE AIRPORT V = 30' JULY 2019 N W D 0 g 3 0 W 9 o� c z �I 1 900' RT 50+50 52+00 BOWEN LOOP ROAD 53+50 + + t + + + t TIE TO EXISTING SIDEWALK AS ORDERED BY THE ENGINEER - A 54+74.7±, 917.9'± RT 1050' RT Y + + r- j {+ + + T T -f % a- . -+ - - 't- + -; + + '� _` i + + + + a + L + + + a- + + + 1- -�- - + + + + + + + + + rt + + + + + \, '91N + + - I- + + r + + + + +" + fi + IF + \ + + fi + + + I t d l DETECTABLIE WARNING CG-12, TYPE B. SEE DETAIL. MATCH EXISTING CURB ELEVATION AS ORDERED BY THEE GINEER - + STA 55+72.2±, 071.9'± RT + + + + I , t I + + F + - + + +�� STA 55+86.50, 088.84' RT DETECTABLE WARNING CG-12 TYPE A. SEE DETAIL. - - + �t LONG TERM. + r + +_ + +_ PARKING * + + POTENTIAL FUTURE PARKING j y + + + SHUTTLE STOP. 25 SY OF .+ `-- `-+ r + �- _E- 't SIDEWALK AND AN ADDITIONAL DETECTABLE WARNING CG-12, + t + r A_ + +- + -1 4- + TYPE B TO BE FIELD LOCATED ST'A 55+80.26 11105.62' RT ' + 7 + + + + + ( DURING CONSTRUCTION. -�� 1 I , 1 + + + STA 55+80.78, 106.09' RT + + + + r - + + + + + Al- 4- STA 55+97.01, 105.16' RT - + + + +-- + - 1- -f - + + 1 + + + -1- _�_. +- +_I_ .4- .+_ 1_ + + + + '4 + + + +- + + + + + -+- + + + + + + +- + + + + + + +- ,- + + + + +- + + + - + -+ 1200' RT /+ + + + + i -+ 1 r Y + STA 55+87.01, 1213.91' RT L 7 - + + + +1 - + 1 r - + + + + + + + + 1 r ? + - 1 t + + + + 4 + 4 r. .:_ 1. + + -+- -� + + + + 11350' RT BOWEN N1 E m , 3 D N Y DL L { NO. 50+50 52+00 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaairport.com - 53+50 MATCHLINE SHEET C111- 0'.1 55 00 STA 56+96.07, 891.01' RT \i ECONOMY PARKING LOT STA 56+74.18, 908.86' RT STA 56+67.2±, 915.5'± RT 1 STA 56+65.7±, 916.8'± RT STA 56+57.4±, 924.0'± RT S 56+ .0±, 930.4'± RT SEE "PAVI NT TIE-IN DETAIL" R50't STA 56+58.8±, 9 ± RT STA 56+88.62, STA 56+5 3.1'± RT R25' 1005.95' RT �-�- STA 56+80.42, 1010.19' RT STA 56+96.01, 1014.70' RT 5' TYP A 55+74.3±, 1029.0'± RT STA 57+17.30, STA 56+89.1 20.51'RT R4.5' 1039.91' RT R4.5' STA +93.1±, 1053.7'+ STA 57+10.42, 1045.72' RT STA 57+34.71, + STA 5 .43, 1057.48' RT 1060.54' RT + R5, +++ STA 55+ 1, 1072.46' RT R4' R4.5' + STA 57+27.84, 1066.35 RT +++ STA 56+62.66, 1086.04' RT STA 56+68.78, 1080.88' RT 5' TYP ++ STA 55+91.02, 1085.67' RT +++++ CURB CG-2 ++++++++ STA 56+00.54, 1096.94' RT ++++ F STA 56+86.19, 1 'I01.51' RT R2 R5 STA 56+80.08, 1106.67' RT R4 STA 56+26.39, 1113.61' RT STA 56+22.87, 1115.02' RT STA 56+36.61, 1125.71' RT STA 56+28.20, 1132.80' RT STA 56+24.82, STA 56+38.52, 1145.03' RT 1148.75' RT R1.5' STA 56+38,29, 1147.85' R R5' -' STA 56+33.03, 1152.28' RT R2' ',- STA 56+40.93, 1200.58' STA 56+30.72, 1188.49' R STA 56+27,19, 1189.89' T STA 56+28.44, 121 .52' RT STA 57+74.57, 987.26' RT STA 57+83.26, 1052.93' R - STA 57+6$.74, 1065 19' RT STA 57+68. f14, 1072. 4' RT STA 5 +78. 7, 1084.46' RT I / / / / "Z / / / / / / / 10, / / �' N�OPO ��G 6p6 �� . _ DELTA AIRPORT CONSULTANTS, INS. 56+50 OF G o T J.SAUNDERS y Lic. 031974 K:2 4 SHEET KEY LEGEND 1050' RT EXISTING FENCE - X- PROPOSEDFENCE - - EXISTING AIRPORT PROPERTY LINE PROPOSED TRENCH DRAIN EXISTING TAXILANE OBJECT FREE AREA TLOFA PROPOSED TAXILANE OBJECT FREE AREA EXISTING TAXILANE SAFETY AREA TLSA PROPOSED TAXILANE SAFETY AREA EXISTING TAXIWAY OBJECT FREE AREA EXISTING TAXIWAY SAFETY AREA • PROPOSED CURB AND GUTTER PROPOSED PCC PAVEMENT PROPOSED TAXIWAY PAVEMENT SECTION PROPOSED PARKING LOT / ACCESS PAVEMENT SECTION + + PROPOSED PCC SIDEWALK STEEP SLOPES - MANAGED 1200' RT 1350' RT 58+00 APRON/PARKING EXPANSION PHASE 1 GEOMETRIC LAYOUT aIATr 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 30 - 0 30 60 SCALE. 1 -30 FEET WP0201900013 DRAWN BY: PJW DESIGNED BY: W.] CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: V = 30 JULY 2019 JOB NO. 17018/17019 SHEET ci 1001 REVISIONS BY I APP. I DATE CM W h D O 3 0 W 9 o) Z Rl 50+50 RS,4 300' RT urn; TSA 'OFA RSA TOFA TSA TAXIWAY "A" ROFA STA 52+05.00, 426.50' RT 52+00 RSAI— A TOFA TSA RSA ROFA TOFA TSA ROFA RSA — W Q Q I- ROFA RSA NOTE 6 TSA -ROFA RSA TOFA TSA ROFA RSA TOFA TSA RSA ROFA RSA 300' RT TOFA _ _ TOFA TSA rvr�- J( �1 6L- c 11 6�'l SHEET KEY LEGEND EXISTING FENCE STA 58+76.1±, 428.1'± RT x PROPOSED FENCE 450' RT STA 52+05.00, 460.70' RT STA 57+6 .88, 433.00' RT 450' RT EXISTING AIRPORT PROPERTY LINE STA 56+90.11, 453.87' RT �������������■ PROPOSED TRENCH DRAIN -----TS--------------------TSA --- STA 56 68 8 TSA •e e 8, 461.48' EXISTING TAXILANE OBJECT FREE AREA ° a•'t ` t +' - 4'' ♦ •' ve ° y G •• •' -°J''. e' '• Id �,d ♦. v ••' a :e 4 'd 'v•.. • . .a • ♦ 4• • •' •.e' a .d w •° e• ° •.q '.• r. °. • '4' 4 ' • Y' r d . • :° . d .. a • • • A 56+82.52, 482.10 RT TLOFA PROPOSED TAXILANE OBJECT FREE AREA ,.• 'p .• 4' , A. av•' ° •,°•'e '• d b• •• • .. ! ° a d• �• ..4 ,••p ••; �.• ••° !•• a •,••a• .' ♦ .. ♦: ,'° J • ' • ., • ' • : ° r' • ' A. ' • ` ° • ° °' AA,. • .+ ~ TIE INTO EXISTING SERVICE ROAD EXISTING TAXILANE SAFETY AREA • •'• • ♦' v d' •+: G i °• 'eiA 1 .d I , A. ;..44. •,.e4.; ••, .a a ♦. • ' .. ' • ' p . .' °.. , c4 , • .. • • . d i " e b . :. . ' STA 58+00.0±, 495. V± RT d . v . • . •. d °' " . ° d! • • • `, •' 4 ' r. ♦' ; : :• ° d ' , R10' STA 56+92.107, 494.69 RT TLSA PROPOSED TAXILANE SAFETY AREA e;, :� 4..• ; .4, ♦ .v. v '•.° ,'.44 a 4.v•,• a .:.. •°• , G '°•. 4. e, ,e. �,, '4 . ,, ,.v4 4v '.� e a : .♦.:':. . , , 4 • , FA TOFA - '. •., d ... .i '1 . " . ' ; , d •: , c ♦ • ; ° ' e TOFA - • "i ' a ° °.+. ° • . . ' s ' ' ° ° • .•• 4 �' TOFA— EXISTING TAXIWAY OBJECT FREE AREA a: °•a. ♦' d ♦• a A. ••,', •d ♦ ° • •, ° !.d• •• .• A. t. v ,-d • • R 4 • • ... ' 4 '. .. ° a ,.. e , .. 4 . NOTE 6 i4 �•'d . a • ° ! .: ♦ • ' ve a. • 4 . 4', q • , y • • • • ° °!.. • 4' 01, ♦ : d . �4 ♦ t ° r, .a, e r .A a d. , t, ♦ �, : 4 . + TSA--- EXISTING TAXIWAY SAFETY AREA ye ♦ *' .a :• •...4... '.+ .a ♦ • • t e •4. •♦. ♦' �:• 'a. .a •! i ♦. A. e, i] •a °•; •. _ . a �.• i .• .: A. • • • °• d a• d •' ♦ •, •°. • . , • .. • �• •- r, .. �' ti.d .°. • ' • �!' ". a,• " '' •. •. .� . •V ° d'; v y • ; ... 'TSTA6+g2_5±, 510.3'± RT . PROPOSED CURB AND GUTTER 4 A' I A. : ° • d :. : .!ii• • e : q e♦ . ; . : _ • ' ♦..' 4 e• i y ..' • ' . ; : ' ° • PROPOSED PCC PAVEMENT • d . a ° TIE INTO EXISTING ROAD . • ♦ ' t °' 4 a. . �'e '•A . ♦ y . . •'. � ♦ ., •v a. .. r.' . . .4 ♦': :d • '•,4 • A• • _ '; a� °.. • "• .e • id . •q' !. !. 'a , •' • .• •a.. . ••.• i y • • q; a ; • • ! .' •STA 58+00.0±, 510.8'± RT PROPOSED TAXIWAY PAVEMENT SECTION •' . • ' ,.. • 4 s ' � • '. ..a '� ° • • • : , a• •, .STA, 56+82.66, 510.20 RT Tl. SA - —. • a , • • .. :p' a f q ♦'• a' r •" a PROPOSED PARKING LOT ACCESS PAVEMENT p' .. .,• ' ..•• •°,. - • ..' •'d ' •• �.. ••�'. .• ; , .: ,• �'•'4 .♦' ,' • •• •,• c • :' .. •.. . '' ..56+72.98 517.60' RT SECTION v' . ' a. . . NOTE 5 , , , '' .° " : •. , ° .4v • A • d :q •• •' ° '4i • ' .: • : d: i• .. q ° e y + + + + + + PROPOSED PCC SIDEWALK ♦ a Of 4 A. •4 , : •, q ', • '4 '., STEEP SLOPES - MANAGED ° ° + P' i- 4 '.� :°i • .. ♦ + ; Q ,.° •' a v• * .i • ;.y: I.;' .' q f v 4 a Ya Q APRON a t E, v ... e• ° • 4 ! 4 v 4 - . a e,; y •! .d , d ,.. - •° .. �. •.. .� t ' .. d. ' .. ' d: ♦ _ ' o o STA 56+68.88, 532.84' RT At 4 :d a• '.° • .y °♦ ....w• �•e ..iy' °''B-'••.a..i wd• .. •'• •. a'� ; d '/° •;v a v.°. ••• a •d i �.. • •4 ` • i . . a. 4. ,•e a4 a, .. : ° f • 4 A. .. .;.. ' ..,• 4.;• '.a. t i ' •• v v. •�a i ♦. 4 •d. •v • • _ ♦ °• Ga • e •: ° ••.�• .d e,d.. • „�. a •v .♦ d.. .Q <.. *• :i', 'r..• • 4• • 4• :,•• • ° 4 °• 4 600' RT 4 ° :. • °' •' e ' ♦ .. .4 , d' .:. , • : . °: ° 600 RT .. 'e - 4 '. i d , .. •'.♦ 'p . d'' •4 • '• • a ♦... C '° d ♦ •! • '• r • ------ — d • a a d • • d' • • �" , • •..v' .• e• '', 4'� •' �• •; VA • .d` .e' e• °•. .°'• . e. a' ° °. 'r �. °ti . ° 4. •• .. ♦ •. .♦ .. F °, - • a a .• d ♦ : . •• :r •. .. . .e , 9 .; • 14' •'i.' • . •. G a • .� •• • : ••,• .� a .••• : 4 a' •, a, d j ♦ ,' •d .e •.' • .. °. v • •• LL:. V. '• a .• '• A•. - •..' y.. .• .. .4 '�• e •v - A' O. •. ..10 v 4. ra a .. .a• a• Ie •• d• .:4' ;'v t •V. a „d .'d 'v q'• •♦ - v. • :e ,♦• 4, • . d • :.°'r° <;' 4v':° ••Q ♦. ° • vt ; va .d,v. a'• . ~.''O. 41 •' y�'da •, i° A. y,•: A4 , p A. .� . .... A ° .. d NOTE vd1 •• v : d,r •°:d' +° ••Q • .:•- :° °.' 4 ,! .�d•, •• • °a, je • ° 4a ... °d a4. •v ° •! .a' .' •, • 4• •' ° .• •'' r °• !'a a + a • 44 .' ♦ °.• A. ♦�, •• • . '•. • . e 4 ! . ♦ d •'•• °' ••• • •°: 1• ° ° • A• ! • .4 vq ! •, ., e , 'v° ••• * : t. A: •'� , •4 ♦ .. ," ♦ '°' •• d ..e• ..4 • •• �. .Q 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE d v .: - : • • d + • • e ! * a. ., a • • '� , a �' . • • 4 LLr "RW° (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. STA 52+03.88, 695.59' RT ° 4 • . a .. :... a !' .. a e 4• ' ' : ° •• 4 • ,a �•: d, `Q �� STA 52+00.00, 698.46' RT ad. °• e : d �` •. ' • 4 • i. 4 ° , d • , • ' r a STA 56+6 .88, 695. 9' RT SEE INSET A FOR e a.sonsm; .. .4. .. • .. ° ° • e ° , Q d a; . ° ' •• ,• ° . ° :e'• , ° • e ; e •d _ ° g. '•. 4. '° p i t . °. • •' .A ° ° 4 Y I CONTINUATIONNOTE 6 °4 4 :, •' 4 .: ° ' d. ,Q • dl " . °:. .°4 ST�4 56+6 .88, 698 46' RT STA 52+00.02, 718.46' RT . ' . ° �'. e; " q ° • ° 4 ! • 4. .. • 44. v r . d ° NOTE 5 a STA 51 +97.2±, 718.7'± RT •. a 'A., : • ', de' . d. • ..♦ ... • •- 4 • ♦ • : ) v , STA 5 +68.88 718.46'`RT - /.//./////////.////////////////// /.//.///////. S 56+68.88 728.00'RT --------------------- W STA 51+97.8±, 733.6'± RT rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr a rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr-rrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr _ rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr 750 RT rrrrrr rr rrrrrrrrrrrrrrrrrrrrrrrrrrrr rrr r rrr rrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr r - + + STA 57+00.00, 734 0' RT 750' RT m 3 PROPOSED RETAINING WALL STA 56+68.88, 734.00'j RT + + + o STA 52+21.2±, 718.8'± RT PROPOSED SYNTHETIC MULCH WITH FENCE AT TOP + + T BEDDING o + + + STA 52+21.0±, 733.5'± RT ! INSTALL VDOT MB-7D BARRIER + + + + STA 52+24.50, 727151' RT WALL AT ±5' SPACING, OR AS + + + + + + � STA 56+99±, 734'± RT 3 ORDERED BY THE ENGINEER. + + + SMITH- STA 5�+60.00, 734.00' RT SEE WDOT MB-7D BARRIER + + �_ o. STA 56+99±, 750'± RT 9 INSET A i WALL DETAIL." + + + WORRELL + + + CORPORATE + + + HANGAR STA 49+46.0±, 734.0'± RT + + + + + + + + + + ` ECONOMY PARKING LOT + + + + + + + + TIE INTO EXISTING FENCE + + + + 30 0 30 60 - L' 750' RT STA 56+13±, 835'± RT + + + + + + SCALE:1"=30' FEET 55+0o MATCHLINE SHEET C110- `4 56 50 + + + + + + + 5LI O p1 WPO NO. JOB NO. , p,LTH OF Grp APRON/PARKING EXPANSION WP0201900013 7018/1701 9 2700 Polo Parkway DELTAIRPTf PHASE 2 GEOMETRIC DRAWN BY: SHEET Midlothian Virginia 23113 PJW g 0 T J.SAUNDERS y OR a Lic. 031974 DESIGNED BY: phone: (804) 275-8301�A&LAYOUT JDB G111ml www.deItaairport.comCONSULTANTS, INC. �0��08/20/2019G���w 1 L S/ONAL ti� CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: ��,! < NO. REVISIONS BY APP. DATE 1 = 30 JULY 2019 30"11 _j IN \ TSA--------- -----ESA.^------------�-------------------- F 9-------------------- iSA TSA TSA TS - - - -ESA-- r-----tee----`\---_TSfL - LSL --- T-LS9 ----------- - / Ni fr -Fn r Ni Ni / GRAPHIC SCALE \ _Ni I30 60 120 _ _ - - - Ni C I I I �MAHNOLE (IN FEET) Ni TOP-'617 37 IIIII I N TI61 inch60ft. 11.65 (NE) -626"", INV\OUIN 6609.5SE)IU _ TER GRATE INL T II ` \ { - - -- ' \ Ni - - _ /� \ d I ��� / / / / /' TO --597� 05 `` l ' ` \ - - �\ \\\\�� ' l /b d �� ��Q��- ji - , I OUTS94.57\(SE� \ \ / --_ ` - '\\\ \,\\ I I / _ i / I J / /Ir(i \. / -- FO ^ o - SURVEY LIMIT - - - - - !; �,%f/%//�/ l I \ \\ \ All If / / t�i , r/ �, �\ _ \\\\ `III I I I i / / / / / r - I I / U G GE- 225 --- I►Irlyy�lyy �fII(IIIII IILI I �` // / ( 111 \ \\� ll ��`\ \ ` \ \ \ \, \ \ 082 \. II i I I�I I II I, 111,(i 1ii \ o� IN T \ >/ _I III i III i II ( I\ \ \ \� �� /® 1\1 \ I I L I III I(IIII I I I I ' \ \\TORS 584. 7 / I / / / U?STREAM •.\ I I I I' I I III III I I I \ \ \ \ \ r \ I / // / i' / �' V. IN= 98.24 NW / TOP=600..4 \ a. IIII I i) II I i \ \ / / ` T / 601.92 A IN ( / \ / STRUCTURE F+tr, III I I i ( \ ` \\ \ \ - �_ .- IIIIIII I (I I \\ \.I lM- �( �)\ \\ \ I/ 1, FLY INV. 598.24 E \ �,S'fRU(CTURE 3t AC3 I / / _ O \ J �fNOT FOUND IIII I�• II I I !IIII I I / .I I LI \ . �� /r \ ( INN, �� -- ////j I UGr G �' r- GT U T u r T� u r Gr •. \ 1 I I \ \ IRV our 4. 2 � �� \ \ 1027 I F ,IIIIII I \. \\\ \ \ \ /(; \_-�/i/ /�// \ '/// / /// / '� t � . Y � � .. - � l , i , , � I I I I � .IIIIII .III / ` / � \ \ \ S % logo 11. \ \ \. / - INS - _ _ - - - I, \ _ -\Ni -` _ _ I / l Ig\\ --- ----- - ---- -- --- -- --- - - lljWPr,f�l P•=6 .75= TURD-{VCANA - _- - - - --- - t & l� N \\ . -- _ o - _ - - >, - -- -_ a _, _--------- - - - -- _/ / 111 p l \ INV. 41� 59 �0 - - --- - _ _ _ - = =` _ - - _ - _ _ - -, ) - - ___ -- -- // �P \('t 1 - / / (ply / - - - - - - - _ - - _Dowr��s�a - s>R�l / ( \ \\ \ "Ilvv.-59o-_ -- - \ INV/OU-591.7,Y(E) `aka / i -- -- - - `I - g < f / / / CURB I LET _ _ _ - _ f�Y\�IN-_ �ZSL(N}_ _ -_ _ - - - - �iI - I \ T -_ o> / _EUREF I LE--F-=585=%/ /�N I =585.82 - - - _- - - - - _ _ l J `' v \ - - UG \ \ Tory - 1- Qu_o-o-GW - - - -- - - _ - - -= _ - _ // _- - - -- - J Ji . _ // rI0P=583 13 - - - - - ___ - - - - - - / //< �- `b 8_ / ( \ \ ` cn. / - - - _ 588 - - - - -�/ % ` INV-4N=56.fifi �htU / / / a �IJG �• _ -18" -RC _ _ -- - - - - - - - -`- l - _ _ - = - _ - -_- - - = INV. OUT_586' --- 041 SQP=573.02 r8, ;.� �, 8 . o - ��cP / e NOTES PERTAIN TO DAA SURVEY OF STORM SEWER): r 1GE, .. ` - •._IN.V_ I =563.10 N1M 1059 S _UG �_� � �. '-- _ t -� .` � �559 ( ) `�- 'A�',o , �2� /1040 � F 'Y* RCP--�� Q - GE _ E ` _ _1042 �- -- / �/ \ 1.) Source of Meridian Is based upon benchmark information shown on sheet 4 of 27 of plans �INV�IN- �3.7 SE� �_`_.-._._. DEPTH`HIG ER THAN �• \ UGE-',,�- -- �'' - - UG� _ \ - -•%• s �IN�4o(l'f 93 - t- -•-'- - - �1 \ prepare by D Airport Consultants, Inc., job number 12064, titled SURFACE PARKING F �� \ tos3 1 \ - -.5�. _ - \ UGE - �- // % d Delta Q 1072 - -�-� - - _. � - - - - - - UGC- EXPANSION dated Jul 2014 and signed June 22 2016. 1 „REP - T' �- \----�--w �W -�-_ - E s _ _•`.�.�__-�= _ \ BQWEN LOOR ROAD \ U�� - - ��'---�, _ , Y g �� \ x 0�91 -�- - -�� _ �� TT• - - W _---�'./ - - __�_ _ - _ - \ _ ��u�-sA y `'c� J / 2.) Vertical datum: NAVD88 based upon benchmark information shown on sheet 4 of 27 of plans FIrY�t \ \ 'ii �.d-1 -' - =-�'Y •,�-$=W=--- '•-•-•SDC�._. _.- C� \ GRATE INLET' STRUCTURES •�' .. / I » 1071 - \ --- _� �7� - _ W-rW - - _ TOP=570.19 w �� I - prepared by .Delta Airport Consultants, Inc., job number 12064, titled SURFACE PARKING R T I L T \ \ /� f rr - = _ = - _ _'-�= = = -s _._. \ ---__ - �. / �' EXPANSION", dated July 2014 and signed June 22, 2016. W s \ ( \ \ \ \� \ \ \ \ \ \ \ \ l j = - - _ -_----w=-W_______ - I Pw.-I N �.g� . �' / » I �, _ _ - c� \ / l / _IN 73 z3= -- _ -__ `-= = = 1 -= _- __ __ - �_ �_. d✓------ = �/ -�`i3 9-(N)- - - - _ _ / //H % Y* `OP-5 9. 2 ATE l LET \ \/ - = _ _ - _ _= --_ __ �'- - - -• ! �yy 1N-565.7 NE -�� �� - I - \ 3.) This survey was prepared without the benefit of a title commitment or title report and all V. t�594.22 �N,E) =599. \ Ni \ / /l///j r� _- // -"� - _ =� --=_ - _ _ - -- J r - _ A 9 _ H! - _ A "� 3 �1070 \i/ / // �/ - - ----- �'-- IvkAAE-t�F�" _ - - = _ - -_ - -� �t _o _z9 s� - _._.� ® easements and encumbrances that might be disclosed in a title search may not be shown. o .12 (NW) OUT= 9 \ \ F. \ \ Ni /I� / /� -- = _ --- _ = -?88 a \ V \ \ �- T� > 4.) Utilities shown are based upon: \ \ \ \ ✓ I l Ill j/ - I ► r'� - = = _ -_ - - _ _ - _ _ - -ALk _ _ -� c, `� S W - I / SUE Quality Level D, ASCE 38-02 compiled records only �' � / � � �' \� \ �- / 1� >l'1/IIII//////l � /i1 / - -� , / /�\\\ -_ �-• �--=---..._-- -- .__ _ -_- ___.. _- - - _: --_--_ - _ _--- _- _:- �------__. = -_ = =� = -�- �-- �..,�� �\ � _. � � _ 1038 y - - P y SUE Quality Level C, ASCE 38 02 visible evidence in conjunction with compiled records. I v 3 -� \�� �\ \ 1039 �cr SUE Quality Level B, ASCE 38-02 - field designation of underground utilities performed by Ni \ 1 \ \ \ l l `�� C' Il l l \ �` -- - - Ni \ \`\, ,�;--i 4" REP ' (DAA; Miss Utility, Ticket # ; Other) and visible evidence in conjunction with \ l \ \ \ I \ \ \ \ \ \ \ \ \ / �il�lll r lllll/l�l/�!r,///i//�/i/,moo- �� f' 11I I ( 0 \ --- - -- - -3 5 i _ - N - / compiled records. \ \ \ NP,/,U t l I -- �L�I I \ \ �N �5' 1:6/0 -'/// 1043 Ni BE CHM l< 3 \ \ \ ll� �� � /) r /� I \ / � �1 // o T SUE Quality Level A, ASCE 38-02 - test pits at locations shown hereon performed by (DAA; � / \� , %64 \�\ \ \ \ I//// �� l 1 y I I \ \ / , _ _ /INV.=552.07 ,�� ` � � �5 � 1 / / i Other) in conjunction with field designation of underground utilities performed by (DAA; Miss compiled records. E:1 497 52 Utility, Ticket Other visible evidence and c m d e 3 \ 716 z: 6.2` o /1 I l i I it \ \ \ / / / / _ _ \ ��% / ��Gs / u I Ity, # >, P N \ \ \ I 1 ll I I 1 /:'-�'�i, /�-% INLET X No SUE was performed or requested for this survey. No utilities are shown hereon. m \ 30 CA PE RO 1 I I / I /111111111 IIIIII I II IIIII `� \ \ �,/ /� / G J�TE,[ 1��ET�� P ���i i , / P 9 y P R&E \ 1 III II ill 1Cl \ \ / BASIN #8 -� /i �/G TOP=570.30/ \ I ,1 \ I I , / /lIIIIIIIIIII IIIII, I� CpI I I / - , �;--�_:�_�-_- = - INV. IN=564.40 (NE) / ( 5.) This survey was prepared for Delta Airport Consultants,Inc. Draper Aden Associates assumes I I '\ Ni \ I GRATE INLET / -'���TS���` �� ��'� 4 no liabilityfor reuse or modification of this document. m I I /Ill Il IIIII I CO I I I I \ \ Ni TOP=549.ET \ / _ --�1 a 5 & FVG}`- ��'- / / INV. OU- 564.10/(SW) ` 6. Property Ines are not shown. / ' I I l �- ///� ll/ IIIIII II Et = I I 1 \ /� ��i �_ -�/ 1053 / / ) \ I UT=544.55 (E) O ) P �_ ' \ ��r�,` �,� / ( 7. Benchmarks shown hereon are based upon benchmark information shown on sheet 4 of 27 of \ I /�-`--`�= -�_ \ \ \ =-��M G =T R1=�'%� �-- / _ _ / Ions prepared b Delta Airport Consultants,Inc.,job number 12064 titled SURFACE PARKING _-_\ CO \ \ \-� ��� Q//% �i = t� P P P Y P I D ` -_ �i N \ N. \ \ ` / /� / / I I \ `� , \ -•.... =----- •-_- •- �,�� \ �•' ` % _...� � % %' Gsi _/ 'jam'' 4( •�' i _ _ � s \ f '�-� -` - -- -- -.= �-=��-'-�- `� \ ,-�-•-=�.-�__�_,-��__' -' �'' -'� --•'�' \ `-���_"--\? EXPANSION , dated July 2014 and signed June 22, 2016. All other existing elevations are for \ � \ � / �� _. - __ __ _ __ ^ �--•_�`...���� .`�.. •.�...��-•_�` 1�--�+ - _-- _..._.__._ \--��_.._.„lam. �f � ,,�G � � _ reference to existing conditions only. Do not use spot elevations, finish floor elevations, - _ ���- s- / / - -� / ` _� - - - __ _ _ ���� -- _ -0�5a _ �= -'�" ��_ / - �% \\ I// / elevations on manholes, elevations on survey nails, survey hubs, control points (horizontal � _=- 4-= _ _ -�= _� p E` -- rj-� points provided) or any other points for construction other than the provided benchmarks. -- --- ���- - sTFlc-u�5i: -- ��-� H \� I/ / `� Failure to utilize and verify the provided benchmarks could result in damages and additional E NOTE: THIS EXISTING CONDITIONS PLAN IS A COMBINATION OF A SURVEY - -� \- = w'�� ---_- = - p �; --- �,-� ONE _Il l` , � �._ -- �p \ \ \ \�'- \ ,\�,�� - �= �\ •� ;�� ; �'��!.�` \ �\ y t� ,It II cost that are the contractors responsibility. BY POTOMAC AERIAL SURVEYS IN NOVEMBER 2011 AND STORM SEWER ��� J �> 8.) Storm structures are the only items surveyed by Draper Aden Associates. SURVEY PERFORMED BY DRAPER ADEN ASSOCIATES ON DUNE 22, 2016. \ �� _ % \ \ \ -� p- / - - \ I -T9 -=�6 _ Uri \ I II , I IIII 9.) Storm structures 20 and deeper were measured using a 50 cloth tape with a weight \ \ �� -� <- - - \ \ i/= _.. - - = = \ T ) \ /► III II attached to the end. Pipe sizes were unable to be verified and centerline depths shown are R U \ \ \ \ _ \' \ \ ` / ��, �� '-' _ = % = ON / / / / / / /�/ // / % III lI II approximate. i '-i /��i o yE 60 \, \ \ \ \ \ \ ;„ -_ = �- - / I� ,// III 1 �,vTx of APRON/PARKING EXPANSION AIP NO. JOB NO. rAIRPORT� NON-AIP 17019 a ,�,; . '� ✓ DRAWN BY: SHEET E a► Draper Aden Associates ` TOP= .44- -- A H 1025 REA 1026 IIIIII UT=595. 4 (E) \�� l ! ! RFF FACILITY / e \ 0 = 1 .6 to24 III I \ i I O ( MANHOLE INV. W-601.87 (NW) EURB INL T I III III _ G - CONTROL TOWER TOP=618.82 e TO -616.6 I I�q -`o \\� III I ,�„ / INV. fN=607.09 (NE) II TOP=616.66 \ INV. IN=608.68 (WNW) IN IN- 0 .1 NE ( II18 221 `\i�\ \\\ MANHOLE �� 1 II IAMVEST- I TERMINAL CURB INLET I '� �' p S > \ , , T> I �, )II I I I / / INV 1 \=607.76 ( W \ j , INV. IN=612.52 (NW) TOP=617.77 ( ' ll . 0 T 6 8 9 ( W) 1 I .G 19 (S \\\ = \ \�\� OP- 198.75 1 I ) IIII IIII / »!I N OU =6 7.76 (NE) BUILDING N. �M�� \\ v�llu 91.08 (s \ IIII t , _ _ WORRELL III %/ f / / �( \\� I / i 1013 I I U�T6 "I�� Io) I I I ( I��II II / I�I-INV. IN=601.97 (W) a nmzm T IFI CURB INLET ��o �� \ INV. fN 582.48 (W� GG• `� fIII II °'•\ N. s \ I INV. IN=602.07 (NW) �� II1� II IIIIII TOP=598:39 \\ �- �� �� I �� ' j j In _ _.-. CURB INLET INV. OUT=601.23 (SE) I e ,;; �7 \ (`IIIIIII I \� INV. IN�594 06 (W) \\� � OU 82.84 SE \ f I I I I I Ni it SURVEY LIVIT TOP=618.07 ( s II t I �1032� STANDi WAT�9 � I IIIII II \ \t\ \`�� INV. 0 T=594.01 (NE) U - -' 218 t - \\ - - -1012- _. .1 f _.-. -I - - - b -'��Q INV. OUT 605.477.52 S (NW) / 4 n4 n9 nvn4 4 N uy sn. N. N. N. N• - I \� \\ _ \\ O� ! GE O ( ) I'\\\�\ 1 \\ t031 •GRA T� IIII I I I I IIII I I/1 f // I i -' C.._ '. - � I o /�r ,0 /�� � �P' 1871% \'- _--, = --=1 �� .`-••• ---_ -1$ TO IIIIII'\ . u,•Jj - '- `.-• --- � �. IIII � IIII I / I -615.96 �` to N � � ---- �. -- --1 --- - --- --�- G ' - � � � ,•.._ . � \ .` `` \�yReP 201 G TE INL r T - �0 AN MANHOLE INV. OUTill M OLE I TOPC617.50 _ s� / ' TOP=598.42 IlllI £ I _ _ _. \ .' � / � / � � / INV. IN-593.42 N \ I l� \ �� O �. //// I - - --IN•�/:-tN -6�3� -lulu-•IAI-� V$ W It/ �/ , jc - - - / � � OW RD PIP 1030 , ( ) \ � a � i / I / 101t V. OUT 012. INV, OUT= 04 S h E SAN _ i /,� S_ '_SA I - - - ,0618* 2 1021 N / / 1023 / % / ) / J INV. IN=589.�0 (NE) \\\\ "* Al�IS A N - -.�. L / �103 TO/1'02 FOUNa - INV. OUT=58 .12 v' 606.'8' (M- I e), _- -= _ _ - - - _ _ _ -_ - _ _ 1019 - -_ - P 6-T6�3-' + - - - G BB=FNLam-- , _ - - - - - - =1 V. I=611.48 (N - - =�_ =- -- = =-_" _' _-_ - - - = - - - - - - - _ - - - - -- _ - _ - -1015 - _ _ _ _ = lot? - - 1018 _ - - --- _--TE9E�.Ilf8.•29� _ - _ - 1022 TOP= 7:8� - �- - OU 606.04 - - TOP-618 08 _ - _ - - - - - - _ _ -- _ _ - - - _ - _ - _ - - _ _ - - - - - _ - - - i { 1029 Sij-Tf--V= IN-6E1� 01=(NV�� �� - _ c� - - - - ={NV-9 N 55� �= �'rJRl�r-INf O \\ I \ \ \ \ -- - -- - - - - _ - _ - _ r� _ I \ \ 966- _ - - `_1Lt_ g'21-� �11(� \' T��15.�� T0�644 69 �_ / A E _ \\\\\ / / I \ \ - ---- - TOP=59 35 I \\ �// , \ \ _ -V. I N = 60 Z.54 (�l E) , g% !��----'t--• �-- �� i - N. \ _ �� �-JNV. OUT=599.40 INV. IN , \ 1111 - / / / i •--�-- � �- .� _...`. � � V.STANDI G WAT R // / ii --__ \ IN I I /IIII 1 I I I _ ^� --- _ _ ,, _ ; �W>�� ; `\\ \ I \ A, H 8 i C B IN E Ce MANHOLE / `� ///%/ /� i i��-� �E1STLkVDf LC -A� `\\. ` - AC7 Is, ) % J \ ✓ / l \ / \ 1009 TOP�605.5 / TOP=61787- \ \ \ / / TOP=607.98 / / ® G STRICTURE=579.1t / / 1034_ \ I IN-606.82 (S(}) _ N 5 4 9 !� / /�// / / /i �� - - -_ • `� �\ \ �\ •/ AT LET SEE NOTE�9'_ -- i I = 0 2 N / •--_ � INV. IN=596.78 (Nj / / r-•. , � / ' I �P 6Q�3 9 1008 \ _ \ N - 4. 8 ELLLI _ // / / / /i - - -� \ \ IN \ _ 1 / I / I I / / l �-•� \ _ , ' LE GR INLET \ / / 1020 MOP= 00.43 / / \ \ /l( l/l //� % / / - i % RBI T\ \\\ \� �.� / I 1 i )\1 / I TOP�6�.15 \ - - / / ST UCTURE 56,6.4t / i \ \ G l,lll' III l /// / / --/ / i / �/! � I \ T0� 93.9� \\\\� \ ` \ ~ •� �/ ]/ /j�//////// t 99.05 (NE) \ /S T / ll /I I I / l �/ \ \ J� c` U I ` }I \ \ II / U B I • \ �� "{ ry'll ") C/ r . NT l OUT=591.54\� �� \ 'SOP ^0 L7 „4 \ / / //TOP- 1.99 \ \ Ni ` \ i ' / i//// ',T u _ \ i I II ► I I i I I II II I Illfl l / i I) / // / / / / // //I�Vy',r 3 cw} _ \ \ \ \ Ni \\\ \ \ 1 / /i%i//i//! 0uIrr" (SEA \ 111 IIII IIIi►IIII Il/ i/ �/ / /l l l y//, �� , �/ \ \ \\►_-/ // //ii / / �/ i Ni 11002 2` INV .jN=598.79 SSW) / _ --a .. GRATE IN \ 1004INV. DU (SE)II II �II \ \ TaP= 27 fl \ \ \ II III (II ( / I I I I I I \. " \ \ / 0 rQ OJT=59\72 (N��1000 � � WOOD GUARD RAIL ` - / • A { fEngineering • Surveying • Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA LAA i NO. REVISIONS BY I APP. I DATE -U N. O>`• CAN.TS,--,-,, >� :. `2700 Pala Parkway: + Midlothian, Virginia 231 18 phone..'(804) 2Z.5Ivii 1 4 w w. w. d. e, I t o r p o r',t .: c .o m U E, CAM BELL OLTON Lie. No. 051495 Vio� �sSI ONA L E��1 EXISTING CONDITIONS DESIGNED BY: KMJ C 0-2 SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT f 1 =60 JULY 2019 V11 EROSION & SEDIMENT CONTROL LEGEND OVERALL GRAPHIC SCALE 60 0 30 60 120 ( IN FEET) 1 inch = 60ft. SEDIMENT TRAP ENLARGED PLANS GRAPHIC SCALE 10 0 6 10 20 7 O rn 0 m N ai 4 � IV N n N N E` M L► w J F� M P 0 0 0 50 Er[ 2 0 U H U g rn 3 a a U W MI 0 co 0 0 Cl) N fU N O 00 Z Q 0 .. ,Olt - ,, / CE i I — FO -� J - t Mu i = =_PHASE 2 --(AS NEEDED) DRAINAGE DIVIDE TO • I I I III / s —_ _ _ _ / \ .�Y�\ \ \ ` \�` \'I ST2 2.38 ACRES rST SEDIMENT TRAP #1 Mvu�I ` ENLARGED PLAN THIS SHEET or IIII IP \ I IIIIIIIVIIII SF _� ,\ SF All IIIIIII I I I 1 / I '\--___ ,- II / I P I l i 11 IIII I \ I IIIII `�\ —15. P ,� / y'9 � ( I I IIIII III Q�PS Oil ry fl vv W k� _ -� _._. ------ - -- _- _ _ ``\ ! lPe Ps�NN�l.. UGE c r T P`. - �� �Al \ S4 — ` SAN SAN - SAN w S - ��_ SA.�. _ _ I _ —18.6 / HSG-A \� \ ♦, 1/// Pv In ,—TOILETS U 5� / / ) \ / `'�i ///%% /��/ice / .---- —_ \ \ \ \ `i.- ♦''♦ � / /////////\ \ % 7" 1 1TrF 1� \ NL \ / \ MMT1_ \ / \ / / SOIL DIVIDE �' /% I P 1 � TP li SAF IN \ \ \ I �I �'lli \ � ; ► , '� I IIiI Illil I I I i I i I // III . / 111 / � l l l/ l l / l/ / PHASE 1 / / / // � SOIL TYPE \9\ \ \ IIIlIIIiIIIiIIlIII►III I III 1II1III1II IIIiII1IIi III1III IIIII1III II I1IIi1II 1II{ II 1II 1II I /III III I II //I1/// //1�1( / I1IIC�,////// I1/ /I lI\I / \II \ ,I ��(\�i� \\ �\ I,\\I�\�\/I\ \\\/I \ \I/ �\It '\ /SIF� �\ Ts \ \ //`/\ / \-\ \\" TEMP /SiO.IL65TYP. 4B 6513 --4.4HSG- i STOCKPILEi% -�� TOTAL LIMI�-2. MU l \ \\ \\ DISTURBANTCE//✓ \ L cE/FOR CURRENT w��IIII/ / / i\ PROJEC IIIII I III I iII I I I I I I II I `' \ ��\\ \\�\\ � IP � � � � , / ., \ ,— — /i ACRES TS- 5.72 // ' \ r I IIIIIIII IIII / \ / 1 \ II II I II I I \\ \\\ (AS NEEDED) I UG T G U T -�--\ G T U T F/l U T > U T I I\ �\ \\ \ / 1TIA&Iu-i\ r l IIIIII I 1 �► '\ \ _ t r r/ I l III I I II I 1 I III / ' ;1\.�� IM N TRAP \ ( \ / _--- — ---- -- _ I --- --_ _— —_._- � _--_ -- l Il II IIIII I' I ` � SED E T _r // .. —_- / // / 1 \ \' #2 ENLARGED IP — — �--/,-�,---_—,\PLAN THIS SHEET // -CONCRETE WASH % \ -DRAINAGE DIVID�/E /TOo M \19\ c,— — — — _ -ST1 1.11 ACRES � _ — ~ — ;N — ST 04 IN, � -- WEN LOOP ROAD _ Rs.o' /I / , / \ I \ = _= — _=-w_`—-W-' !- -W �'�.-.-.5,1'.- -.-. ®. ._.�._._. _._ _ - 1 ` \ w / �\ \ CONTRACTOR STAGING/ r W LAYDOWN AREA _ �" —__ -�,-/ -� _-- _ = --� -_ _ = � � _ _—_ _— — — — _=--= ,� . , ,v I I 4 Ir _ _ _ _ _ Illl — _------ —\� j/ 44- U) l R19.0' CD/,'/►/(�(Cp_-001 IIIIIIII } \ �\ \\------\\ �r —\_ �-4l I \ \ \ \ / \ / HSG-A `\ \\ \ \ \ SEDIMENT T7'A-P OUTFALL \ \ I 1 I 1II 1 } . _ / NA S I N #8/ I \\ I SAF NOTE. SEE SHEET `\ I I \ \ ` _ - \ — \ III 1 I — R 12.0 I �� \ — / / / — ` ( I III CG404 FOR -��— \ III I \ SF _ \ °I IIIIII `"=SEDIMENT TRAP . / — Nz— PARKING LOT —CD SEDIMENT TRAP 3 SEDIMENT TRAP #2 ENLARGED PLAN _ \\ \IIIIIII Ill //// �,tiTx op APRON/PARKING EXPANSION AIP NO. JOB NO. r,� NON—AIP 17019 DELTA AIRP Ta PHASE 1 AND 2 - INITIAL DRAWN BY: SHEET Dra er Aden Associates � NO ( IN FEET) 1 inch = 10ft No. TITLE KEY SYMBOL 3.01 SAFETY FENCE SAF 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE c �. 3.05 SILT FENCE�-- 3.07 STORM DRAIN INLET PROTECTION IP 3.09 TEMPORARY DIVERSION DIKE DD 3.13 SEDIMENT TRAP ST 3.38 TREE PRESERVATION AND PROTECTION 3.31 TEMPORARY SEEDING TS TS 3.35 MULCHING MU MU 3.39 DUST CONTROL DC DC f y E. CAM BELL OLTON'" Engineering • Surveying • Environmental Services 9 L1c. No. 051495 �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NCvt Virginia CONSULTANTS,e, C INC* No`�O Z/1 `�V EROSION & SEDIMENT CONTROL PLAN LAA C 131-2 DESIGNED BY: K M J 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA 2700 Polo Parkway • Midlothian, Virginia 23113 ��' SCALE: DATE: �ti� h: 804 275-8301 # w w w . d e I t o i rp r t - corn SIONAL pone�� CHARLOTTESVILLE-ALBEMARLE AIRPORT —o 1- " 60' JULY 2019 �-Ih REVISIONS BY APP. DATE •ram S. X— k rn X— m \ —X o X o k N N N ' X— \ —X— —k N k e �- `. _k'_-G s i _ a- N _sue— —-••.-.- �' m a e .�-rn �, o �� —. k o o k o m a o+ m w m o \ 0 � / 'N 'o o '� \ sv, 'o \ to .' \ 'N 'w --- .o � .o m=�•--ems- -w yam• .m w .. / / o0 ow I mw �� \\_ _� ' •� � � �� 0 0 0 o w N m � •r �. —w w f o .�- ` � —'m w � — m � �+ .—., rn .._ _.?•i m .�`' / �- 'o �" \ � m TSA \-------�A----- - - - LSA- _� LSD_ �..I +. Tcd Tcd - ---_ropA— EEEi _ PHASE 2 s GRAPHIC SCALE I , /' \ / ♦ I I I \ \ / / / / \ \ \ 0) so o I 30 so I (IN FEET) I I / '/ \ ♦ / _ --� _- __-- — —_— — — �,'+� _�. , 1 N 9 inch = 60ft. (AS NEEDED) \ ca I j n 11 grmm Fo Fo I, I I 1 /// n 1-� _ ► i� . \ \ _ I / / l W Z I l ! ! RFF FACILITY %� � p rlCONTROL TOWER 88 i uGE \ \ \ \ I IIIIIIII II I / 0 WC) N; - - _ - IIII \ h- �X� — - _ I ' ; l I r 06 �� C V ► TERMINAL , �___T �— I �I I ��� o la — I 11 i Ai��V� �T— Z - /LP C\j ' !� BUILDING —i— N. " ! I , I 1 .�'E�� , (� ��Ipl�l l I I 1 II __ _ �-- I � � �+ , 0 I r / `� �� i i h --- _ r' M , ` ........... - �a ----I I —�Q �� �n 9 { 1\1\\\\<<� �_ '�� -- •� A III 1II I I ��% I 41 io I N I I �� cP / tigs� N N -� r• -• -�.-._._ d ii a ii l _ I — - - — L — — — s / ro°+ / I ' UGE p- - UGT r - _ Yu ANl SAN S:AN w"` _ S_A_N - S SA1� _ II L / I / —_ _==_ — __� — __ __— _ _ _--=�1� --—_=--__ �� -I-_ HSG-ARE I NJ I I I I I I 1'�l I I I", i -r r FIJI JJ N I P[ I I I I I I I I I I I N1 / LIMITS OF . \\ \\ _ �- \ 5 g• ^ f // / \ /// /// DISTUhZBANCE 4�7/1/1 \jjr j /.•��� 5i.72 ACRES � \ \ \ � ► / O L / / 1 H� / / � � - \ 111 :, ,/ ///0)_ 3t - U r / // /o .///////i//// +< \ \ / / /— \ III { I ili II (III l/ I I / a // / / / // 1 \ PHASE 1, M� / — �- // / / II LII IIII II I I l �,/1/ /l // // / /:., _� \ \ �� IIIIIIII 1 // / 59/; / ,� q • / •---/ fi/ � / / \`-_. : HS /B , / �. II — / -� •. \`I-t•- \,;.. -. ._ ,III IIIIII I IIIIII I I iIII ►/ i / /II/l � -I/I/ I (/(�I /` {/ I I, ., I . \\^P�M94131 U DC AS NEEDED C"IrN 8 / .. - �� III I I � I \ \ / \_ , ,� 1_.,• / // / / r ; � T� GUARD rs \ WOOD / \ o \� IUG G u r :�--- Gr u r u r u T \ Illlll I► I I IIIIIII /. I I \ t \\ \\\ 'ill I IIII II III / I \��\\ \ \ CID/ / 1 4 , 11� \ IP Q I ,• u, _ — _,_ --- — --- 1111111 IIII Il l �,� — \�r \ /ii /iceA r � / q M — -- �____ —=-- ^-- - _----- --_— --goo=--- -- — -- _ -- -- _ -- = = 11\� \ i� �/% — — _ �. -- --woe- � -�-.� ll l /ll / 111 � \�- • � \\ x:. � — // / — -- — I — - - — nr l / — 1 L C 1 l air / / / /• =- __. __—. --_- �•__ v / / / ' ✓ / / / a C \ \ _- \ b• \ �� se / — —� 1� _�fi� = _ _ _ _ — _ — 586--- — — — _-F -�= / //f/ I _ _�_ / / I \ I 0` o — C. _ _ _ `/rF - . EROSION & SEDIMENT CONTROL LEGEND CNI\ y[\ �f� \ \ _ . P - \ �, _ G- BUG r� �/I�� ,�v t �. \ W' - . -'' _- - ``\ `\\ ••'�.. `_ ,¢-'- `� \` •_•. - B WEN A \ \ \ \ �]) -_ _---=�=— -- mow- __w J_.�!__.-- CU ll \ \ \ \ \ \\ \ \ �IlllllI�ll/ - , — — \ OUTLET PROTECTION- — \ CO r 'r 1 I 1 / \ — — — — - \ L = 25 W = 37 \w , - j ll I \ / d50 = 0.9' 47D / .- 3 \, BE CHM K- \ \ \ \ ll 111 I I I \ l / �i o I / \ \ i m / 9 64 \�\ \ \ 1 \ I // (\f ` 1 �; HS h'E I cL E:1 497 52 IIIII ll I I J 1 \✓ \ - _ l /, /i ! -� i� -�= — f M / z: 6 MODIFY EXISTING NCA Ro STORM STRUCTURE, SEE SHEET C502-2J/ I yhC Q / / 3 J I \ \ ._.- -- / i / II III � — .•-�. I \ � / --�� _� �"''�� � �' � —' �/./% " / / � \ . — ;_ \ k 1 I IIII 1 / fj—///l /IIII (II��`'� -Lz� oCD _ `�. _ � � Np � N. / \ 1 1 III / // f W //l Ill I I l `I �---`- aii "�. �// / �.,`�• _,--- --- --.- ---.= � -� � \`\\\ \`, - � \ \ —. _- � �-_'-�'li--.--'-�• ��� ��,i �-' `-"-^-'— I _---• --'/i // co A a) 3EE n �\ % / d\ , N No. TITLE KEY SYMBOL 3.01 SAFETY FENCE SAF 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE- a_� a I 3.05 SILT FENCE SF 3.07 STORM DRAIN INLET PROTECTION IP 3.18 OUTLET PROTECTION OP 3.38 TREE PRESERVATION AND PROTECTION TP 3.32 PERMENANT SEEDING PS PS 3.35 MULCHING MU MU _0) — - - _ i t AIP NO. JOB NO. W oDE,- A OR, �N °F �j APRON/PARKING EXPANSION NON—AIP 17019 CI) N co X a Draper Aden Associates PHASE 1 AND 2 - FINAL DRAWN BY: LAA SHEET CY)0 1� Engineering • Surveying • Environmental Services U E. CAM BELL BOLTON 9 N Blacksburg, VA Raleigh, NC ANTSL ic. No. 051495 EROSION & SEDIMENT N ° 1030 Wilmer Avenue, Suite 100 o rn Fayetteville, NC ;� DESIGNED BY: Richmond, VA 23227 Charlottesville, VA g - . b �� -� o Northern Vir inia 7/1Z/l� CONTROL PLAN KMJ C13 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA Q� w z 2,700,'Polo Parkway 4. Midlothian Virginia �3113 � ti�T(�)� a- u_ tS' SCALE: DATE: v° X NO. REVISIONS BY APP. DATE phane: �so4} 2l-8`301 f w w w ; d e:l t a i r-p o r t c o m SIONAL E� CHARLOTTESVILLE-ALBEMARLE AIRPORT 1" = 60' JULY 2019 (t n C: C g 3 w 0 z Cd 0 Z 0 M 0 M O 0 M O 0 00 Z -^ _- ,.•> :-1 ! 6iS W O6'N O 9T `b J'O. i9 - NJ •S _---iP `- 1 - - ---_--��..--.-----'_--/-------"--� Ar x x x=- - - x x r =� �z - - x x - k w---w:-- r__ w--- w--•-- w-- �,-w- w-?-- �---- e!-- y y w--.w-1 k a�N y N w.11y � --- 10,�- j \ \ \ U` � �'! J. �� �, i � m -5�- \-L.SA----- ` ' T I _.. Til O - TSA '!' 4 i� \. SA/ --TSfi -- --- -_JAL--------------------!SA------=----------------------- ----- ----- -- -----I------------------- - _-----------}--- - --4--- �TS�1, -� d ..z_-1.ar l r 'l O 10 "11 MAH4OLE % ' � / / i ,' I I ! I l � ,� ' - - / / ^ � -._ � -� \ �01.`•. �\< � .,;\ `y '� � �, TOP #N=607 / \ \ / l I f I I I i i I I ! � / - - __ \ < III INV. IN-609.12 (NW) -I.�.. _ / i cc INVI IN=611.65 (NE) / \ _ - - -- , 1 / _1 i ! � I 0 I � ' lNV.\OUT=609.5� `�SE) i \ __-- _-- �--' --" .--- -- �• r � g - I 1 I � i � I � E8 � / / / � --' ' �0" \\ , � i ' \ \ � 1 2 KA, \\ z 8 - - \ \ _ - - - - - _ - \ r I i J ���J 1 1 . / / / j / -T0P�=59�0 t \`+ I _ _ r Fp 3+ _ FD - ' 000 2+0i0 `\ -- 4+0(�/ I _ _ �� t / - _ " t(- r --�- ' c ` r o /`-� _�'� n .rlCi�r,=t-F�_... ..,_�i-R>rr-,w �..: !l-Tr-r-s -" ��-r� A.�.�. `� � �� .,--- ---.- -- _ _ \` t� I1 `Tl � A 2 I r �� I I I I �. !J" f It IiI II i rop= Q ,14 \ ,, i Q ` l i i _ Ot,A�:6 R Ii I iI I11 - (-) - i` I fSEE SHEET C135-2 , / P ICI+\%/UT=595.. 4 F - - / r I. ( YW \ i�!�%l 11 � t RFF FACILITY � - \ � CURB INLcT ( I i � MANHOLE INV. IN-601.87 (NW) I SIR' I ( ! 'I 111 GRA E INLET j CONTROL TOWER TOP=618.82 \ L I J. ,t�.'h-�� - --- ---- i- -, -�--- INV: 1�J=6U7.09 (NE) 01'\--L----=- -- -J,, ---- --- r,�-' - - ------- /---------J i \ INV. tN=608.68 (WNW) I � 1p N� � V �r s IN IN-6U9.1 (NEi � � C. �-. � \�-`\\ \ NiAI�HOL E---- � - � 1 l � 1 t ur rOP-616.66 } i TERMINAL r ,r) '` m INV I =607.7 (I� W , INV. IN=612.52 (NW) CURB INLET I - \ IN�/, rOt T= 6 8 9 ( W) ' t j 19 (S 1 \\� \\i \\\ OP- 98.75 ` Illlll I I. li - TOP=617.17 I C 1 t ,. Vli(J 591.U8 {S`T' I 'I t J17 N ) (4 ., / !/ 1! OU -6 1.76 (NE) u11 DiNG fPJV. IN=601.97 `4V - I �� U 'l I,�III I G , O ` ) / / IN1. N 8a.48 / UPPE Q IiI N. I INV. IN=602.U7 (NW) \ � b 6 I `` i iI �p `\\ \\. ( ' C n II i I TOP-J98 39 \� 582. W 1 1 I i iII I I CURB INLET v G I CILI ,( o\ s� fl� �� % \ I I'n _ Q CURB INLET INV: OUT=601.23 {5E) I \ �' \ II i IIIIIII I It ( ) \\\i E% OU 82.84 E) E \ ! } -j (D r TOP=618,07 } It ' \ \INV. IN U6 W STAN01 I T._r� U I \ cn \ \ , \ INV OL-594.01 (NE) vi -'- 2 _.-._._._ 1 :� L ! .-.- _.4 I- L7 -'!�q INV. IN=607.52 (SW)ry v 4 *� s N -` _ \\ I.' w w - - -.'� GE 3 l INV. OUT=605.47 (NW) / G ! I RRH u y ` ODD I N I �� I �' 1 N. � ( � � � 9� ���= l \\ RA D�j1 _ T i / c \��t i q : JG I° �fl �'� .� �``- ~`= \t �' T�GP /TOP-S _.Q q _ - F Q r -� rR _ .1. `� _- : ;G y I- / c� ri r O r-7` fr �``~ --�.., -- - 1 ,L I I I PQ - 1 �-=' " - - I 1 v iNTE _ . _ _ / // ( „ -s- n 2 P� 1 INV. IN=a i 615.96 %�. r - ' G� � � G,�ATE INLE N. � �� rT Gi. �. ? ,n � 7 ,\�9-- �11'\_`_ _ MANNnI F / IN.V-nl l7�'14+ '-?/ !�•, I I� � . �Q' �\ � �, n �l u n 1= � , r � / .,., r � P / G . / r• r%t=r ' . - v v�'T �iiw - r _ -- - - I ` v i I TOP-617.50 = / I �� / ' 1C131 A - TOP=598.42 �t, QP / vi _ - M^ ' OLE - _. _ _.;AJ !^.' 'riJ)- - - ' I \ / r I \\r' ` i I _ / - / 1 OVJA 0 iP INV. iN-593. 2 (N) J _ 1 s _ F Inly. ouT . 4S,�r �� L E it= / u_ 1 i "\ INV. OU 12.. - \\ - +!' „ / / / I �03 TO/f029� N INV. IN=589. 0 (NE) Q r SAN S 1\7 SA I � " n r� / / / , _.. _. - - `� / I F r Owl o INV. OUT=5812 a �606: .� M003 \J I / / ! /,r / /= V✓ JV./iI. =! 6�11f.48/ (/ N/ .- �I- �•:, -- _ �----rN-aml-r--r 7 '--r/-,-i-. ---. -.ri�•'-c'-f!-1�Y �i.-�----_ '..-�r----.-- "-� r-_• - ^f--j -�_.-a- I1 -/ ✓-�r -- __-0 �- _gi-Y ._C I 1 IPA,, 'T r�-" '.' N-�0 5\\\ N, AVT. II Nu - � E - i.3 s+ 6 r9 o o IOU5� sTA�r1G V✓ANV. o N E / f 1 1 1 I 1 I MANHOLE 605. 8 TOP 617,1 TOP=607.98 STRICTURE-579.1± / -. A / f1 /�- ro INV. IN=5 ..7 N LJT SEE NOTE --•- l �!` . � J U 2 N '" � �% / ! ✓ �.-•-.�--• ..,--- .�-- _ \•. �•- ` / t ( ) . 9 � ( `� '�° // /� � / �.--.,-•-----..---- �.-- --- ' -' -_.._. -_ - \ � \� � � i r \ f r 6 .3- I /\ // /,f/ �i ram;', --�'__ I` ti ,\ \\ \ �„ / r i 6 S I I 71 N :_ lr�, f 1r� 1 1 !, INLET / VHfIIH- MW�ULEI­�� R MT I I TO 00.43 �- / / _ it . / j. \ TOP�i01:15 ST UCTURE= "6.4i / *t;/..;.. / \. �- {CC��jyl/ (�#/y ! ! ! l l i I \ \ � \ I \l r• .„r / /,. _ / - / _ N- �/ - l f I I SJ I j / // - r I `� Ulm- 99 05 NE \ �:a c / v �-- / ! I -. i ! / � � U 1 •-59 �+ �v\'� \ , / / ( ) r (l� l l / I l � ' / l i � • � I . ,` � ' \ \ F � I ! '-- "`- / / /' '' P �� U •.a.j� II ( � I I �I , � ��� I � r � �,-.., � � � t r � _ , . � \ .. i II f (I i // / i 4 I �� R I I f I 1! f� �! i f l l / �. T � i! ► III i III I �': ! � I / / ,,I� ��, 5, , . 1.1 � S � �- ' _ / ` • ` \ ! / �i 6111 01 II f I / /� 1 .::/ / 0 ( \ II I I I 1 Ili t / / I f' / sss _ _ . ►/ / / /� /i 111/ // / iN�' N=598.79 (SYV) I •/ .�- GR TE N INV- 0-5y8.79 (S�) / / '� -- - / II I I I I III 6 � � � I . / \ III fl I .27 \ I v r' �I 1f1I I I 1it{I I 11I 41� Id I = - K ' I I ._ F ��� III ►�` ' � l l f f ( I � - i �� f � ,! � �~ \ � � .. -� /-'/ I% !.- 1 � rTUTUTUITI .Y I ► _ I iiOI ill F 1500. 4l 7 tJ A H L_ ,I _ � _;.., � ! STREAM C \� INV. IN 98.24 (N+, / / TOP 600. \ / IS \ \ T 4 E t RUCTURE 3; I.I \ uG r- - �� -�- �' ram-? ,�� G r u r U r u r T I l i I i I f I i I _ i � i a- `f •' NOT�OUND I �---\ � \,\\\��)� / ( ! i`jI{IIIIIiIIIIIIll1 (I! / I l ,� I f I I I - f 1 I r- I C I I I �� I { 1 � I !J / I�� \ O ,� f i !!! l illll-,�•\, \\ �� \\ - f -� - -�r /r T/( i A O � ----- _r Ifi'�'�4i--'- I1III >. �Z,PH\.aO:•4 /\� �.- 0� �Q 8UT V-59�Cy < T 58��8 INV. 5.80 (. n F �2 'CCR3/ V. INI r oPi/ /H/ASE 1, SEE SHEET C1t 2 � P5��o2 IviAWNOL� JL1P_53.10 (NV) - \ V C 2%/ /IIIII1i ,I f/I � _, t r DEPTH'tIiG�1cR THAN 1 UGE___J ID, WEN LOUR - ; j j 1 r �f - _• w _- - -._. ROAD _ \: c - / � �°` � ''� \ `- \ �- •� �--- --Zfl � _..,,.,�•; _ _ �. _ GATE. iNLEI` �-- S rR CTU _ _ _ _ _ _ _.-- =---..---,- - - w---------_. - • - - TOP = 570.1 ' �- - - - - __._.._.-._. ----� ._. ,�._- REMOVE- AND REPLACE /,. j �,., � /� �1"r WATERLINE; SEENOTE , � ` t GTE I ET � � \ \ �/� / � � � / "�.._. - = - - _ .-- -_._ _. •�. - _.._._� -- IN= -!N1/.. 55�74-_-_ 6' N_"'w _-- __ �-'�;-,- - �,J►,,,w � I � \ \ � r / / / � f l I I INV. 14594.22 E) =59S.\ \ \ Oil //1� /- -_ T 1 t` _ - (' \ OUT 9 F \ n _ -- - �i -- - - - r- - - v ✓ Ill -_.:-� - - - -. ._._ - - o r � / I - -='-.-- 'S .ATE J' T \ \ - - - r�s7- , - - - - - �i I \ \ II ! 3�7 IN = if °� I I ll l rl � co _ ` �r l � l ! !� \ \ \ " - - \ - -� _e / j � � j j/ 1 _ - - M(ANrXbLE \ / / L C9 1 1/ / / TO 5113.3. ! J \ BEt CHM K - \ \ \ f f � Il ! I �- �� �i - - !���� / ! --/ / ,- _ j / \ / INV.=552.07%- -r r-� , -s- a ✓ /� 9 64 , \66 \ \ , \ / I //!// /f� ' \ \ / �� / - " `��� "_ - t T +' /✓ J E:1 497 52? \ ` I /? �11111 f/f t�lll+fl ' r ! I ! \ '' - - ✓' '%ia-E/ -� �``� _" \ `INV. 0J 65.6 r r t \ \ \ / Ill fIt .� MODIFY EXISTING �_ --< // r//jam i / / NLET - i ✓'� r \ i I I lillfjl !II!!I fl I Iil! j! \ \ / STORM STRUCTURE /- � Af PE Ro" \ I! I I ! \ \ BASIN �3 'TOP-570.3Cf / I � \ \ I I /Ii111111 1111 ! i SEE SHEET C502-2 INV. IN=-4.40 (� ) ! i I llll ! I I I /t/� _ -� :.=�i .-� / / iNV. OUT/564.10 SW) > \ JII I I I INIII I� c ! ! ! ! \ \ \ i GRATE INLEr / /�-�!i, (N� Q ! ! ' \ \ \ 1rOP=549.05 I ! 1 \ \ � , � ! � \ ✓ _ ---, ` I I i // II i t � ._.,- .-,.-__ _ � _....-J... - ,- ..,---• -� I I I ! I ( 544.55 (E) � -'� _-- � %-- .----'- ! / / \ � '1M�fli . ` ~ I i i l /l / 1 fl l I I\�"rf + �= - \ { �\ + \-�rii�i i`�i �' y- - - s� / I `-`�--� - `�• v s. \ I I i % % I ! II \0i_-==�� ` - _ _ _ - _ Cps_ �J U `_,_--=� ='=-''- -�=' '! NOTE; ` I ( I- \ _ - /c N \ I /'f/ II IIIIIt�`�l,�\i�� =-! �� 1. ACSA TO SHUT OFF WATERLINE IN LOCATION OF STORM PIPE i I 1 I ({ ;GRAPHI(`i`t SCALE I 1 Ip 1 i I gp i 6 DURING CONSTRUCTION. CONTRACTOR TO REMOVE AND REPLACE g ( I \ \ 120 '"\ `CUP i `( L'� C 58i�= - `��\c- --�` - / THE 12 WATERLINE AS REQUIRED TO SAFELY INSTALL THE STORM \\'-__- ZEE: STEM. IT IS ESTIMATED APPROXIMATELY 60 LF WILL BE REPLACED. �IIVV.Ot� `4=i.`` -"'= ..'\ _ �_r= �t `,'ice/ r/ 1 SYSTEM. l / I INFE T "'�-'`-� =--=_� _ `_=-```�'�=';� ==L_ =�� ''.�� \ \ / 9 12" GATE VALVE WMEGA-LUGS TO BE INSTALLED AT WEST 11i I - soft., \ \ =_- .- -' -- CONNECTION POINT. ALL PIPE SHALL BE ZINC COATED WITH ZiNC nch- r � -- -., _.._ �i� = = _ _ _ --� ^ COATED FITTINGS SLEEVES 70 MEET ACSA REQUIREMENTS. ACSA TO f / f �`��•\\= _ INSTALL TAP IN LINE FOR POST -INSTALLATION PRESSURE TEST. �. / / / ! \ ~ _` `7T a� �. '-�--_C.2. J W,'� -i /'� ra // //% ifi �'F"'-..-"� %_���'� !-� l r' /'I1,1,' �1`�Irlty I' / / i / I t , \ \ JOB NO. �,tizx °F APRON/PARKING EXPANSION AIP "O• NON-AIP 17019 AIRPORT�� ,! - r DRAWN BY: SHEET k Draper Aden Associates _ LAA "E. CAM BELL BOLTON''" o `VV A'ngineering •Surveying •Environmental Services C� y GRADING & DRAINAGE PLAN o Blacksburg, VA Raleigh, NC CONSULTANTS, IN � Lie. No. 051495 DESIGNED BY: 030 Wilmer Avenue, Suite 100 Fayetteville, NC r, a 1 REMOVE/REPLACE WATERLINE DAA 1 1 8/28/19 NO. REVISIONS BY APP. DATE Richmond, VA 23227 Charlottesville, VA Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA w 2700 Palo Parkway + Midlothian Virginia 23113 phone: (804) 275-8301 # www.del toirport_com 16 8/48/i �ww KM J C 33-2 �'S Cs1 SCALE: DATE: SIGNAL E� CHARLOTTESVILLE-�ALBEMARLE AIRPORT - so' JULY 2019 '3��� i N M_ 0 0 0 3 ui z 06 0 z M 0 0 Cl) N 0 N O z Q l I MANHOLE 1/031 I AI TOP=598.42 o \ INV. IN=593.42 (N) TOWARD PIPE \ �, INV. IN=589.20 (NE) INV. OUT 589.12 (SW) I MG t600.50TC ZaaMo3 ' '.j// 'l/ I/ /I I/ // /l/ a / l ' I .i//I/ /I I/ ce / / I '// // / //�" I/ I I/I "// /�/ / / /- // I / _-/tei _ _/a/ _/ / _ '/// ' /J /i(-/II / _ �/ /I i /- //-/ /\/'_ /� /�/-I/ /i,l_ / ,/I/-// '''/ - _-,I . I I^- I.II /) IJ IiIIII / '/II' I - // I 1 I//(I _IJ / _�i `_IIi � / ///_\ / / /__/ _//\_/ _/i /- / / /i` /\ I/ \ / /\ \I/_�i///../i_.-I 'J 'J/ \_' l-_/-J ' , I^ /'1/ / // / /./- \.JJ/ \ \ _/J_.,/-// '_- \_/ I/ I\/ ^/ / 1 / / -/\ /-/ I l / \\ /-`J/-/ �\ _\/ / \// /_ I/. - ./ /\\ / \-_/ _1--, /- ./_ " _//'\ 1 1 /-\-/\/\ '/^- ./ / / \\ /\•//1i--\ l/,\l / /` .\-.-\ /\./ --/__- _\I / \ \-_/\'_'\---. / /'\ -\_' / \// // Il\I- .\\ -//--/-_- /- .- \l_ / /I- \-\ _-/_1 -/ I_t_\V7_ / lV\t/-/_1/ / -.fi\-I_I\ -J1-�/ I t\ I/ /\7-G'/ l \1/w4/ _/�I \ .I -c MG?/n f60\\2\ I.\5I0-' I T\CU'5 ' TO /102 9.1 V --CURB INLET M\ AI� /S \N�\\ / H`�MO\ C-LA `E TOP=598./3\B\5 INV. IN=590�0t.313/ \ \ (NE) INV. OUT=590.32 (SW) N �L. 6 3 CL 98 -59506 o f/W\\ \)59 T / 5 �?/ \7\ \/I .\ 7 ETD 5\9 -7 \ \ 2\T/ I \ C S\\.9\\ l7\\ .3\7I\ \`T,�\ IC - MG 595.00TC B, IN�j0 1-1 5\9\ 0\<I 'TG OP= 9� 596.78TC NV. T-w ELE PA a \ BICKoss 595. T 59 23CURB INLETN 091.99 599T\\ C V. INT581.3 INV. ouT=581.14 (SE) 595.5595 41TC 593.95T\ \ '9N 5944 C N\ 595, 3TC 04 594.09TC / 593.63TC 00 593.50TC BRICK SIGN AND GROUND LIGHT 593.40T TO BE PROTECTED DURING CONSTRUCTION 593.40T6 CURB INLEJcoo 584.7 C14- .I7781W) - �/ //`✓ / / j `V. IN 75.47 (NE) !CK NV."O=574.92 GN Xvm �G 592\30CI I \ \ / Ll - GR 65!91.1 TC / - CN / / /\ 1 / iI , � C14I 11 \ \ \ \ \ \ \ \ \ �� �\ \ / / 5 \ \ 5g1.75TC i� / � � \ \ \ \ \ •\ \ � � �` � \ 592 15T� SPOT SHOT LEGEND TC TOP OF CURB BC BOTTOM OF CURB EP EDGE OF PAVEMENT TW TOP OF WALL MG MATCH EXISTING GRADE STORM STRUCTURE DATA STRC. NUMBER STRC. DATA EW-2PC VDOT WINGED HEADWALL 1 TOP: 560.25 INV. IN: 554.25 (20, N) VDOT MH-1 TOP: 572.36 2a INV. IN: 563.51 (2b, N) INV. OUT: 555.51 (1, S) VDOT MH-1 TOP: 574.01 2b INV. IN: 566.76 (3, NW) INV. OUT: 565.76 (2a, S) VDOT MH-1 TOP: 583.19 3 INV. IN: 578.90 (11, NW) INV. IN: 573.75 (4, N) INV. OUT: 571.50 (2b, SE) VDOT MH-1 TOP: 588.44 4 INV. IN: 581.60 (5, NW) INV. OUT: 575.65 (3, S) DI-313, L= 12' TOP: 592.15 5 INV. IN: 584.30 (6, NW) INV. OUT: 582.20 (4, SE) VDOT MH-1 TOP: 602.00 6 INV. IN: 595.00 (7, NW) INV. OUT: 593.12 (5, SE) DI-3B, L= 6' 11 TOP: 591.15 INV. OUT: 581.35 (3, SE) STORM PIPE PIPE SIZE LENGTH SLOPE MATERIAL 1-2a 48" 54.71 LF 2.30% RCP 2a-2b 48" 112.57 LF 2.00% RCP 2b-3 36 158.11 LF 3.00% RCP 3-4 36" 63.64 LF 2.99% RCP 3-11 15" 30.97 LF 7.93% RCP 4-5 36" 20.69 LF 2.92% RCP 5-6 36" 281.24 LF 3.14% RCP \ \ \ \ \. \ /1I \ \ ,�- �' / / / / / / / GRAPHIC SCALE O\ ''� � / / / / / / (IN FEET) \ �, \\ a J OT OUN --. \ \ \ \ \ s / 1 inch = 20ft. GATE Tg9=580.0B /INV.i6U�\ 5i76.78 (StN 00 o-0i - - \ `' - - TOt? &7- 5.48 INV. INzf 66-a8 o INV. OUT=�6.62-{3) Cy ca TA TH OF APRON/PARKING EXPANSION CA �OR'T X a Draper Aden Associates "`� PHASE 1 - Engineering • Surveying . Environmental Services 'age E. CAM BELL BOLTON GRADING &DRAINAGE o Blacksburg, VA Raleigh, NC LiC. NO. 051495 i030 Wilmer Avenue, Suite 100 Fayetteville, _L TANTS i :. + PLAN - ECONOMY LOT Charlottesville, VA ayettewl , NC �i o Richmond, VA 23227 Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA "2700 Polo Parkway + Midlothian Virginia 231-13 AIP NO. NON-AIP DRAWN BY: LAA DESIGNED BY: KMJ W �`�IONAL CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE DATE: x NO. REVISIONS BY APP. DATE phan : ($C14j T. l-$301 w w: w : c •e: l t .e� i pi O C.f :� c -o m 1 -, 20 JULY 2019 JOB NO. 17019 SHEET C 1 4-2 C� \ I \ SPOT SHOT LEGEND TC TOP OF CURB BC BOTTOM OF CURB EP EDGE OF PAVEMENT TW TOP OF WALL MG MATCH EXISTING GRADE - - — — i - ----—...-------- -— — — — — — — — — ----------- i-------------_----_-_='---------------- ----- —_-- -------------- — -- --- i `� J I / - - - - - - - - - TSA /TSA TSA _TSA, TSA TSA TSA ;; TSA TSA ' TSA- T` TSA ------ F0 F0- a,i/ F° —�_moo- / -FO FO -�E�FO CFO :—IF TOFAF�Q TOFA TOFA_ ` --- CM co i / / /-' // / l / -- Uj (56 LLI LL /I ❑ / \ \ / ' �'' co I / — N I — I \ I LO Q I __—_— --- _-- _—_— _ --;— -- `� \ -\ // I GRAPHIC SCALE I/ _ — — — _ \ 20 0 10 20 40 a (IN FEET) F — 1 inch = 20 ft. Mi\ / / AN l I l CONNECT TRENCH jDR�IN N I I I I COIrLECTOR PIFE TO I / IE�ISTIII /RAISE E�ISTING M NHOCE 120LF OFI 12 TOP, PROPOSEDWITH GRADE TRENH DA{N 330LF STRUCTURE AA-- I OF 12 I I I i I / E8 ACCESS MUST BE MAJNTAINED TO THE`BOTTOM OF THE STRUCTURE \ \ I TREN�H DRAIN \ \ \ \ \ 1 N I I 112E I I I \\ / / \ 8 ' a MG ±618.08 / , OP OUT=0594. 7 (SE) \ I I ' \ \ cu 2 O /14 3 - 0+00 / / / / / / / 1+tin STORM STRUCTURE DATA STRC. NUMBER STRC. DATA VDOT MH-1 TOP: 613.09 7 INV. IN: 604.35 (8, NW) INV. OUT: 598.50 (6, SE) DI-1 TOP: 612.06 8 INV. IN: 606.18 (9, W) INV. IN: 608.10 (E8, S) INV. OUT: 605.00 (7, SE) VDOT MH-1 TOP: 614.12 9 INV. IN: 607.75 (10, N) INV. OUT: 607.65 (8, E) DI-1 10 TOP: 611.86 INV. OUT: 608.30 (9, S) TRENCH DRAIN 121A/B TOP: VARIES INV. OUT: VARIES �„ i /i / „/� / J — — _- 2+00 / / \ ,+00\ 4+00 \ \ \, \ 11 4 8 I -- _ _ U _617.70Tw �/ / // /� - `�� --__ �/ \ \� �1 I o I I o \-U - UGE U�E\U% l t UGE GE_ — -' UGE ` (E� UGE ' \ - - . \ , I '. I I I --—---—'- --� --Yr —� —� ----r \ \ 1 . S- ---� —M —mow —� \ J I I Is, Ilu / I I I I I � GRATE INLET � \\ i�^���—�—�—��� / I I (I I I (( TOP=598.44 `\ \;\ RELOCATE EXISTING GRATE I — ` r I I I IN(*. OUT=595.24 (E 1 1 o\ , / I I I I I I I I I I I c�\\ INLET 6 FROM FACE OF WA \ I I Q77�7RETAINING WAL ; REFER TO\ AND CONNECT TO EXISTING IPE✓ I I I I I I I I I I (III I I SHEET C202-� FOR PROFILE AND SHEETS ,S100-2, S200-2, �° & S201-2 F R DETAILS— �' T I M I'IHpf18 I I I I I I I I I \\ \\ ��� \\ \ I I �6 II I I I � ti \\ / �� � � - — ''- '0 `) i NIV I- rnt151 dT�1 th i`a I I /'� STORM PIPE PIPE SIZE LENGTH SLOPE MATERIAL E8-1213 18" 84.93 LF 1.20% RCP 6-7 36" 160.34 LF 2.18% RCP 8-7 36" 66.52 LF 0.97% RCP 8-E8 24" 370.57 LF 1.20% RCP 8-9 18" 145.66 LF 1.01 % RCP 9-10 18" 53.12 LF 1.04% RCP co r - �Lzx of APRON/PARKING EXPANSION AlP NO. JOB NO. �rTA AIRPORT� NON—AIP 17019 A Draper Aden Associates = T� DRAWN BY: LAA SHEET . - o Engineering Surveying • Environmental Services = E. CAM BELL BOLTON y P HAS E 2 - GRADING & D RAI NAG E Blacksbur , VA Raleigh, NO 1030 Wilmer Avenue, Suite 100 g g "Lie. No. 951495 - Charlottesville,VA Fayetteville, NO SULTAN/ _ INCOI, PLAN CONCRETE APRON DESIGNED BY: Richmond, VA 23227 g /1Z_ w K M J C 135-2 a Northern Virginia O� 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA 2,700, Polo Parkway � Midlothia.nt Virginio 2311 id' Cs SCALE: DATE: No. REVISIONS BY APP. DATE phone-, �8 4} 2�5 301 w yr w . d e.1 t a i r p o r t . c o rri StONAL �� CHARLOTTESVILLE-ALBEMARLE AIRPORT 1" - 20' JULY 2019 R%;)Q`�� RUNWAY 3-21 (6,001' X 150') % % I wr 8(' ACREAGE DESCRIPTION AREA NO. 1 2 GRASS, GOOD CONDITION (6%+) (CN: 61) 23.72 6.22 GRASS, GOOD CONDITION (2-6%) (CN: 61) 12.70 2.71 RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 IMPERVIOUS, PAVEMENT 35.79 2.58 (CN:98) FOREST (CN: 55) 0.89 11.10 TOTAL ACREAGE = 73.10 22.61 WEIGHTED CN VALUES = 79 62 -..._ �. ROTA _ —_- _ ___ r'R -AROrA e , ----c+r-- --`- � - / � • -- � "\ __" ___ _ ".._- — : ;sue -._ _ o ". -,.r� — �---c�------ -- o _�_.--- -c+� ,,... __ LOMMEWU .. AREA N O. 1 6k 40v I p r � 65B J 0 0 0 0 0 0 0 0 ARFF FACILITY / T-HANGARS MAINTENANCE CONTROL TOWED TERMINAL BUILDING �. 65B SMITH- WORRELL& � HANGAR LANDMARK 4D00 0c\0 AVIATION OFFICES iI 00D.o \ III ►111 I '\ I1� 1 I I II 11111 T-HANGARS I � �; ; � ���- # - - _. N . \ t 36" RCP � _15 PV v/ II I II I I I.I Il // //// / ° 1 / l ll \ \ \ {IfIl IIII If IIIIIIIIf IIIIIIIiIIIIIf IIIIIIIIII I IffIIlI (II II I ( /( �(IIll/II/(i (I\II( \\1 IrlI\l`\\1`lom/}lX. at v v \ l 0 \ ~ \ 1' i / 1 `° . ,. -, . \ 1 j111 i IIIII lilllll III J I ,�� �\ \��� \\ \ \ ��// ',f \ f,. I III I ) I I \,-' \-� �' 1 i � :, \. � II� � � � \ IIIIl�I11 r _ Yz ®'06/ Ili — / I o - r%r/i�� _N1 ,,W � ��\� � \ \ � 1 \ '� . �� '�\\ � \ � ✓ �+Ill%� / j/j/r ' ..= - �___- --_ =-=== ===�-=-- = J � = _ �_ ♦ o-a co ♦ \ > \ \ \ \ 1 Ill% C60 ! I - --71 _ R I rL llll�fl wb. - 11111 400' 3 BASIN #8 -I%Illlli�; = ,-_ / _ , / 111 1 111 I I 1 / 1 \ ♦` _ - _--- ���\� _ \ \ \ _=� -`_\ \ \\ . O `'rti".-..�� '\'\ .�.-�=�'' ems. _ �SON Q—ti— J � •' �a y—".:—�_�1 i-�'J/� \ f r 'ter✓r\`\ 11,,f �---=�.• _ =�=_ � .- -� - -= -c `._ -_ _.._., \ .�- III 94C \ \ \ \ I I 1 , 1 I `t- 1ROU FE 606 - ,\ DICKE�SONR\- fCP 1 3 •....._ ••• 65B 1 _A. . (Xio \ LEGEND Co Cy o ` ` DESIGN (� N . _ SIGN 7 -0\ Q POINT #2 Urn � r o� c 47D00 J N W 3 E O � 1^' X � 65C w� ` :R ILI POINT OF OUTFALL ANALYSIS > — OVERLAND FLOW - SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY 65C SOIL TYPE 100 0 100 200 z SCALE: 1"=100' FEET W � ��LTx °F APRON/PARKING EXPANSION AlP NO. JOB NO. MIN 1DELTA AIRPORTl NON—AIP 17019 X .� Draper Aden Associates f� DRAWN BY: SHEET 0 0 �, Engineering • Surveyin • Environmental Services E. CAM OLTON " PRE DEVELOPMENT L A A NYH TANTS,INC. Blacksburg, VA Raleigh,NC DRAINAGE MAP DESIGNED BY: N ° 1030 Wilmer Avenue, Suite 100 g°Lie. No. 051495 o rn Northern l Virginia C �J/I�/IG� w K M J C 115 2 w r Richmond, VA 23227 Charlottesville, VA / / o Northern Vir inia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA p� �V n 3 2700 Palo Parkway # Midlothian, Virginia 23113 ti� /J(Ir/ w+BYh SSIONAL ��� CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: o X NO. REVISIONS APP. DATE phone: (804) 275-8301 # w w w_ d e l t o l r p o r t- corn m 1"= 100' JULY 2019 x ��� �� E a 0 U Cn M N t? Ua C OLY] g� -0C) 0 a� w 'a z� O 00 �o N Wa E 0� Lu >� a W a, 00 U� a w a a °' �tZ MIN O n10 o E o x r�y 6 �2 c7 zLL 0 X NO. �I a aD n E co U 6 Lu U Q rn 3 w c� Q QZ Q 06 C9 z 0 I J_ LL 0 Lr 0 N C. N O W 3 00 N O N cc N G 0 (M N N N 0 00 Cat rl- % M% SHEET FLOW n= 0.15; S=3.0%; L=100LF; Tt=7.9 MINUTES SHALLOW CONCENTRATED FLOW ' S=1.2%; L=705LF; ' Tt=6.6 MINUTES CHANNEL FLOW PIPE DIAMETER= 24"; n = 0.013; S=4.8%; L=2469LF; Tt=2.6 MINUTES 81 I 0.11 ACREAGE DESCRIPTION AREA NO. 1 2 GRASS, GOOD CONDITION 18.62 6.22 (6%+) (CN: 61) GRASS, GOOD CONDITION (2-6%) (CN: 61) 11.11 2.71 RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 IMPERVIOUS, PAVEMENT 43.41 2.58 (CN: 98) FOREST (CN: 55) 0.00 11.10 TOTAL ACREAGE = 73.14 22.61 WEIGHTED CN VALUES = 83 62 / I , AREA NO. 1 l, - PHASE 2 y_\_�� i1_� \\ >__ —� >-- —/ /—///// � i// \/�/ `I � 1 t �O� \\ � �v v"xjr\\\\\ 1 !\ ,7 r� // I/ / ,< --A- N�C.✓ ma/Ey' ; /° c . - ,_e-,�� _—,/0 -mo�_}�' _-•+9 � \-- w— - 1,'.`.e _.,y a_ , .__ \.—. •� 1�8- f/= % �rr%',;.. r_,� �, , ,,,, / ,,'.- �' `1� .. '`.• I ,%' _ ,- ,`• //�/1— _!�-�/o1f_ f./_/-- _ /- �-- / /.,-.- r- ju '� /� ►'__`�_r\„\ 3 . ` 65B 0, 0 0 0 0 0 ARFF FACILITY / CONTROL TOWER TEN HANGAR & ' o . 0,0 # 0 u 0 0 0 OFFICES yII 6""RCP -/r-,,��-.//�,if%//,'//,•`.'.�-i�i-/,�,��.i`'`-/ // � � / '6 fb // PHASE O L_ 7-lzll, N1AIN 41 4OW -0 V \ \\� ./ � — i y / / IJ - == j \ ' 1qj B CS _' LIJ EL `-- 1. —. ` I (�!!+ �1�� l � - `--,----`-- ---—; . -. � --• _`_' `-= _ ,-,- // ---60A— __ � \ / 47 i \� \ \ J- �-- ` 1 __..e \ \ I � ,ij��+` I +I ! � 1 � \ \ � `, : /' _„I`, =_.._- _ ._ / C3 .--_,••�' I � ! l l I -_ / _.._„.- —__ \ g BASIN N #8 65B All,`' —" I / / 11 `2�11 — —=- IN Ch '. 0 ,,, " 1 94C 1 _ - ;� �� ���� I � �� J;,� _ , � . ^, ;-°f , �►-- -.y ROUTE 606\ 1 RD DICKE SON \ \ _ - s �// // I ✓�// / I I \ \ \ i / i//�— , � o •. •- 65B IIIgoo — . � 1 a LEGEND REVISIONS 94B �♦ BY I APP. I DATE LIE rn �t O ■ !Y L Draper Aden Associates Engineering - Surveying - Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA �m 65C AREA N'J. 2 DESIGN POINT #2 ME DELTA AIRPORT CONSULTANTS, /H0 2700 Polo Parkway • Midlothian, Virginia 23113 phone: (804)275-8301 + www.deltoirport - tom HYDROLOGIC SOIL GROUP DESCRIPTION 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B 65B PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B ���'JH OF D E. CAM BELL OLTON 9 Lie. No. 051495 ' �o��ww� �S,sI ONA L ti- POINT OF OUTFALL ANALYSIS - OVERLAND FLOW SHALLOW CONCENTRATED FLOW -� CHANNELIZED FLOW DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY 65C SOIL TYPE 100 0 100 200 SCALE: 1 "=100' FEET APRON/PARKING EXPANSION AIP NO. JOB NO. NON—AIP 17019 DRAWN BY: SHEET ULTIMATE POST LAA DEVELOPMENT DRAINAGE MAP DESIGNED BY: KMJ C116-2 SCALE: I DATE: I CHARLOTTESVILLE-ALBEMARLE AIRPORT 1" = 100' JULY 2019 po-1' Structure Area C III 0 N 6, M O M O 9 M N O N O CO _ (n w U_ 0 tr iL co O co O_ O ti co N O N O aR O N 0 O cM 0 N O V Cc 4 M O M 0 C`1 N O N O V 0 V 0 N O E C f0 0. L U N Y O N 3 U� 0� gm U) w-0 z� 9 Op F N Lu a 2 A n. X °) 0 Lu w' 00 U� a. wv hq MIN O E CI a 0 0 C 0 c� Z.. �U_ 0LU X NO. BY I APP, I DATE &--------------- --_ �---,- -- -GRAPHIC SCALE \ I \ \\ I f \\ I \ I I F--1 EqI I i T 00 I a-; / - _10, /a/E f&I 0Y(Z �.'• -..� / / t� \ I IIII [ III I I I I I // /" \ '-`�. / / / // / / / RCP7 \ / .. \ \ I III I { IIIIII�IiII III/ // 1I 1/jll /l l l l 111 _ \ PHASE 1, I// � �,� --_.� � \ \ I IIIIIII I li II IIIII{ III NN/ X,� 0 _ _ \ I I IIII IIII II LII IIf fll II I IIII \\ \ \ \\\ /1 �/ \ 1j, MRX, \\ /�/// \\\\\\\ \ \ \,-/ / .. _ -- -_= llllll�l!/llllI1111 1 / \�`'' \\\\\ \ L i/i ��' / / 1 • � y.� � �...'����`^s]r��t���' 14-��� �// // / ///// ( INV. 56J.8Y \\ � CPl -� //�/// \ � / / / /��/�/ ��T�1 / r / ► \ _ / i //iiri/ �� _• -..-� -� �. __ !. 'w\ '�� �- �- .+-' -` !„ �.�� �-�� -� ���'�� �.. 10: �559 b2`188 �RCP1 OA ^553/ � -r ^_ �. / ���� / / //// \ \ \ �� MWO . .... Uri >.,, aDraper Aden Associates Engineering • Surveying . Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA DELTA AIRPORT' CONSULTANTS.-IN.C. 2I00 Palo Purkwoy i M'idlothion,. Virginia 23113 phone;(804)2 5-8301 + WWW.clelfaIrport co f E. CQ BELL OLTON y Lie. No. 051495 ti I ONAL 1 0.00 0.00 0.0 2 0.00 0.00 0.0 3 0.00 0.00 0.0 4 0.84 0.90 5.0 5 1.15 0.65 5.0 6 0.00 0.00 0.0 7 0.00 0.00 0.0 8 0.98 0.73 5.0 9 0.000 0.00 0.0 10 1.770 0.65 5.0 11 0.20 0.90 5.0 12 2.380 0.90 5.0 APRON/PARKING EXPANSION AIP NO. NON-AIP DRAWN BY: POST DEVELOPMENT SUB I LAA DRAINAGE MAP DESIGNED BY: KMJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1 8,G1 1 JULY 2019 JOB NO. 17019 SHEET C1 7-2 8 w-ji M O co 0 0 r` M N O N 0 a 0 Z5 rn LO N v N U 001 a 0 N N O 3 r. 0 co 0 N .a E C f6 n. r U (D Y 0 ti m 3 00 F- m Z) m 00 0 m 3 a ai h 0 NO. REVISIONS X 62 62 61 61 we, 0# 59 59 5€ 51 51 5E 5E 5E 25 _ 7 r. w V) .. w z co ..V) -z w ----- 00 --- --- U ci00, � 8 Cr; od � � 0 to to 00`i O r N O- r9 O r 00 `n r to — = 1- 00 _ Q-: POcfl t- 0 0 0 (o z O cQ 4 - 6 V) ---- (n - 0 1-- O aO > > r t- -z r O Qo -c4Z Z 0 _ > F- z �O— 0 r — O � — ,� (� z ----- _. , O z — to — r 't 00 r to r . 0 rn to - -- - ------ —'-- - -5�3.-12-L� =00..� - - 118„ _ 1-5:66-L-F t- oo>> `nzo �0..� � - oo>> ozo • • , 8"RCP @ 1.04 - '.- >-�zz-- r r- 5 — ^ w 16 . 4R RG 21� -- - 66.52 -36" LF RCP -� z �' EXISTIN SURFACE 1 ��-- _ _ - 3 w '✓ - - ® 0.97% ( o ---- Z M 00 ROPOSED S RFACE -z N to � � —,— to Q — -Or, Lq r —Il-njto- J �- to Z O m i�-�O> > Q 1--Z Z - i —_"0i`o _ rn000 r — - 25x-, L� RAP 0 0 > >_- z -5c r - -- z o ' 2Q — N- i to �: PHASE 2 F z .-.,co ____ ; - `. (C) r- to co r PHASE 1 (INC.- STR. #6) ------ (6 _ - - _ LO _t ) Z CP :2 i� �C _ r to u" r to O ro3.6 _e 2Q.69 LF f ' R �f _ 0 + � f-- O > > o z z '� 36" g 9 36" RCP 0 ,_.- 2 _ Q to D > - - EX. UGE ©2 ®2.92% .•.; -- - -- - -- > > ! J o i--- O EX.� UGE \ , % EX. UGE q 00% ® �• Q w o/\ z - z _ N , r' rr-a ' EX. UGT�� -EX. ( LF \_EX.Ld CP WATERLINE QO 0 - UGE - - -- --'--- �_--- H 04 0 r �� - - --- - ---. > o �to to — u, to z rr�-- -- _ EX. ELECTRICAL DUCTBANK (MIN. 12" SEPARATION) ;- _ - N r I I ; w_z- 0> r r r i r — — 1 / / i i — L — i i _54.71 LF 48" RCP �---- --�-- @ 2.30% u 5 I )5 N 15 Lei 15 10 r5 Of i5 30 �5 IN 54 45 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +5011 +75 STORM 1-10 — Scale: H: 1' —50', V: 10.00: 1 BY APP. I DATE aDraper Aden Associates Engineering • Surveying . Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA OF D 000. E. CAMPBELL OLTON �. Lie. No. 051495 ti �SIONAL NOTE: 1. HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. NO FIELD EXCAVATION HAS BEEN PERFORMED BY THE ENGINEER. 2. TOPS ON STRUCTURES 10, 9, 8, AND THE TRENCH DRAIN MUST BE AIRCRAFT RATED. APRON/PARKING EXPANSION AIP NO. JOB NO. NON—AIP 17019 DRAWN BY: SHEET LAA STORM SEWER PROFILE DESIGNED BY: KMJ C2 1-2 SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT 1" - 20' ,ULY 2019 i1 a a N n' 0 O O 0 ti co N N O N O W O 3 a ti O T 0 N 0 E C O. L U N Y O O n m U) 00 a m 3 a t` O oR 0 N V E A T c m a oa 0 iT 3 a ai Q 0 ob O N a E u- w NO. REVISIONS 625 620 615 61C 60E 60( 59! 59 PROPOSED TOP OF RETAINING �•� WALL; REFER TO SHEETS S100-2, S200-2, & S201-2 \ 1 1 1 \ \ 1 \ 1 1 , ; ' F1 I I \ , 1 1 /f 1 1 1 / 1 1 \ / 1 \ / \ 1' 1 1 / / 1 / \ -''--------_ -- -- \ \ i lZ EXISTING GRADE j 0+00 0+50 1 +00 1 +50 RETAINING WALL ALIGNMENT — Sccfe: H: 1 "-20', V: 10.00: 1 BY APP. DATE aDraper Aden Associates Engineering Surveying • Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Fayetteville, NC Charlottesville, VA Richmond, VA 23227 Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA 2+00 2+50 )1 4 1 If 0 w'! 113 k oil, mmg I NS' 111 TA N INC 0 2700. Polo Par.%way i. t�idjothi of Virginia 23113 i�an 04 275-8301 + ww .de14oir p oH.com 3+00 3+50 �j' 'TH op ;'N I C U E. CAM BELL B 0 L T 0 N Lie. No. 051495 10�/1Z/1� ti I ONA L 4+00 4+ 50 5+00 325 320 315 310 305 dow 595 90 5+25 APRON/PARKING EXPANSION AIP NO. JOB NO. NON—AIP 17019 DRAWN BY: SHEET PHASE 2 - RETAINING WALL LAA PROFILE DESIGNED BY: KMJ C2 2-2 SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT - 20' JuLY 2019 V O u1 U f- O o: 3 v w H 0 z U W WI M O M 0 q co CV C) N C) z �II El M D V:t c Col PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SAFETY FENCE DETAIL C131--2 C501-2NOT TO SCALE 2"x4" WOOD FRAME (" r A 1/ r- TAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION 10- gal • .., •• PERSPECTIVE VIEW METAL FENCE DROP INLET WITH GRATE MM�FRAME THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SILT FENCE DROP INLET PROTECTION DETAIL C131'-2 C501-2NOT TO SCALE REVISIONS BY I APP. I DATE 70' MIN. A I I I� 11I I I_, ,'rlr2 � FILTER 6" MIN. ^ tj EXISTING CLOTH GROUND SIDE ELEVATION 70' MIN. WASHRACK 6 (OPTIONAL) -III��;Illillll , 1 I Ell I' 12' MIN .* 10' M I N COARSE N- POSITIVE DRAINAGE AGGREGATE TO SEDIMENT * MUST EXTEND FULL WIDTH I TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION 14 12' MIN.* EXISTING J3'5:1 PAVEMENT MOUNTABLE BERM (OPTIONAL) 10' MIN. LEXISTING PAVEMENT 10' MIN. —i 3" MIN. REINFORCED) SECTION B—B `'DRAIN SPACE CONCRETE 3.02 CONSTRUCTION ENTRANCE WITH OPTIONAL WASHRACK C131-2 C 1-2NOT TO SCALE CURB INLET sC�?C.E2�lGIEf `BLOCK GRAVEL FILTER WIRE SCREEN RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT J� -11111= 11111111111111111111I11I Ii l 111 I I I II_11111-il1 l 1=1I I �� i i .::.:� ' , ' 111=11111=11111-,11' -=11111=11111_ ' "III=I1' i I i1f li{i.-=,f 1111=1{' � i_f I111=1111{= 4 ' 11 f=11111= '' SEDIMENT ""'=�1111_Iifll=1111° JIT�- ., WIRE SCREEN 2"x4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 3.07 BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER C131-2 ocbi-2NOT TO SCALE ��..' ► Draper Aden Associates Engineering • Surveying . Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS. 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW/i- ,I�f1f1111� I' 4 _,-I I III; Iii {Ilil Jllll- 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT TO THE WIRE FENCE AND THE EXCAVATED SOIL. EXTEND IT INTO THE TRENCH, it FLOW v ( —Ill I I —Ill CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) FILTER FABRIC _► ►III =� (I 11= - -� i I l I=� I l l l— i-I I WIRE EXTENSION OF FABRIC AND WIRE INTO TRENCH SILT FENCE INSTALLATION DETAILS WITH WIRE BACKING C131-2 C b1-2NOT TO SCALE I ' Lf" "\� r v_"%" CORRECT METHODS OF TREE FENCING NPop!"-- L--j L" TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING 6.38 TREE PROTECTION - FENCING AND ARMORING I Cl 31'- ,20001-2NOT TO SCALE DE -LTA AIRPORT e 7 .. .,'`•z—_ ifs,. _ . .. wig TAN' T SINC4 270.0, halo Pa ekway i Md.19f.hion, Virginia 23 ] 13. phone,-(804)2`75-8301 + wWW-4eltrxirpor4.com 18" MIN. GRAVEL (12"MIN. DEPTH)* RUNOFF WATER 0`1 oU oU o� ou a� o� ov WITH SEDIMENT A— P I II�II�—II{II-I{III-11�I 'a: 4�=��I�I��III (- SEDIMENT WIRE MESH SPECIFIC APPLICATION FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. 3.07 GRAVEL AND WIRE MESH DROP INLET FILTER C131-2 C 01-2NOT TO SCALE TEMPORARY SEEDING Ts TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES SEPT. 1-FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16-APR. 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM� MAY 1-AU1G. 31 GERMAN MILLET (SETARIA ITALICA) 3.31 TEMPORARY SEEDING C131-2 C 1-2NOT TO SCALE .a RATE (LBS. ACRE) 50-100 60-100 50-100 PERMANENT SEEDING Ps TABLE 3.32-D SITE SPECIFIC SEEDING MI.XTURES FOR PIEDMONT AREA MINIMUM CARE LAWN TOTAL LBS. PER ACRE -COMMERCIAL OR RESIDENTIAL 175-200 LBS. -KENTUCKY.31 ,OR TURF' TYPE `"TALL FESCUE 95-100 LBS. -IMPROVED PERENNIAL RYEGRASS 0-5% -KENTUCKY BLUEGRASS 0-5% NIGH -MAINTENANCE LAWN 200-250 LBS. -KENTUCKY 31 OR -TURF-TYPE TALL FESCUE 100% GENERAL 'SILOPE (3:1' OR LESS) KENTUCKY 31 FESCUE 128 LBS. -RED TOP GRASS 2 LBS. -SEASONAL NURSE CROP *20 `LBS. 150 LBS. LOW=MAINTIENANCE SLOPE (STEEPER THAN 3:1) -KENTUCKY 31 FESCUE 108 LBS. -RED TOP GRASS 2 LBS. SEASONAL NURSE CROP *20 LBS. -CROWN VETCH **20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWN VETCH EAST OF FARMVILLE, VA. (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS USE UNHULLED SERICEA.) IF FLATPEA IS USED IN LIEU OF CROWN VETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING (PIEDMONT VIRGINIA) IC131'-2 C 01-2NOT TO SCALE OF D r.� E. CAM BELL BOLTON Lie. No. 051495 o� �SSI ONA L E��1 APRON/PARKING EXPANSION AIP NO. JOB NO. NON-AIP 17019 DRAWN BY: SHEET EF,,, ION & SEDIMENT LAA CONTROL DETAILS DESIGNED BY: KMJ C501-2 CHARLO { ;SVILLE-ALBEMARLE AIRPORT SCALE: DATE: ' NONE JULY 2019 p �0 N � N m O C Lo 0- Uo_ Z) Cl) O� O C Q 00 3: O -0 c qj W� 1- OW Z(9 � a W� TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES_ NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1 � - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Com Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-611 lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 121bs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac, or 45 lbs./1000 sq. ft. PIPE OUTLET CONDITIONS W E OUTLET TO FLAT AREA H NO DEFINED CHANNEL L a 0% SLOPE d SECTION A -A _ FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER Q 11N.) PIPE OUTLET TO WELL DEFINED CHANNEL a 0% SLOPE 0 0 0 0 00 0 d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED NOTES: FOR ENTIRE PERIMETER 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3.18 TYPICAL OUTLET PROTECTION DETAIL I C132:-2 C 02-21`IOT TO SCALE TOP = 550.00 VDOT DI-7 WITH TYPE III GRATE EXISTING 18" RCP PIPE 2"0 WATER QUALITY ORIFICE INVERT 544.57 1 SCHEMATIC BASIN 8 RISER DETAIL C133 "C2-2NOT TO SCALE REVISIONS BY I APP. I DATE DIENSIONS MIN. X 80" 5" 72" 6" 84" 7pp1" 96" V' FINIS% ED GRADE STEP OPTIONAL DEPENDING ON STEP SPACING IN STRUCTURE 1_ " r 2" (MAX.) 1rt D X (NOMINAL < A E ER2 REINFORCING IN FLAT SLAB ACCORDANCE TM 615. R 22 TAPER REDUCER R-3 ORIGINAL GROUND SURFACE VDOT #1 COARSE AGGREGATE 2.0' o 67 C.Y (MIN.) SEE PLAN DRY STORAGE/ACRE �' EXCAVATED CLASS I RIPRAP AREA VFILTER FABRIC 67 C.Y SEE PLAN WET STORAGE/ACRE CROSS SECTION VDOT #1 COARSE AGGREGATE -7777777777� SEE p4AA1 CLASS I RIPRAP � /r - FILTER FABRIC SEDIMENT TRAP OUTLET TEMPORARY SEDIMENT TRAP IC131'-2 00O2- 2NOT TO SCALE R-1.2,3 WEEP HOLES (AS REQUIRED) ' STEPS (AS REQUIIRM) SET IN LADE 12" TO 16" C ro LIFT HOLES 13 w z I: , IN. -1 11 rw I• s� _ RISER x� \ IFR-fl ALTERNATE JOINT DETAIL s NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEPS HOLES, STEP REQUIREMENTS, "H" (LN. FT. FOR MANHOLES) MOOONS, ETC. 2. ALL REDUCER AND RISER UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO MM. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUUiED FOR LE� THEY SHALL BE (FORMED DRILLED 'OR NEATLY CUT AS APPROVED BY THE D�KIINEER. THE CONTRACTOR SMALL FUb& THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINESj, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. F 5. FOR STEP DETAILS SEE STANDARD ST-1. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 7. "D" IS NOMINAL DIAMETER. 8. WHEN USING R-2 FLAT SLAB. HEIGHT OF STRUCTURE FROM 1THE SLAB UP TO THE FINISHED GRADE ELEVATION IS LIMITED TO A MAXMMUIII OF 25'. 9. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S OESM MEETING THE APPROVAL O�I ENGEERR. . JOINTS ARE TO BE SEALED WITH MORTAIR. O-RING GASKETS, OR ERENCE STANDARD PRECAST REDUCER AND RISER UNITS 105 302 VItGIIA DEPARTMENT OF TRANSPORTATION a Draper Aden Associates ;V Engineering D Surveying ! Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA ROAD AND BRIDGE STANDARDS REVWN DATE SHEET 1 OF 1 103.10 DETAIL A DIVERSION DIKE .­& IV VG OL.GLLV WITH MORTAR COMPACTED SOIL 18" MIN. _ (FLOW ` -I ( I I I -I ( I I I-1 I I f I= I I I ICI I I1 ICI I f I I=I I I I I`11 I I f�f I I I l I-- 4.5' M I N . --I 3.09 TEMPORARY DIVERSION DIKE C131-2 C 2-2NOT TO SCALE NOTES: I. CONCRETE TO 8IE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PPE IS TO BE SKEWED, THE OPENING WILL BE ADJUSTED TO ACCOMNMODAVE ANGLES UP TO 150. 3. REINFORCING STEELe IN ACCORDANCE WITH ASTM A-815 (REINFORCING BARS). MIN. 2 PER SIDE " 4. PPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED MAX. SPACING 30 11� n• Vie• •a• SHUPE TO BE BEVELED '• '• WITH MORTAR DETAIL B 60 W 4 UiCHES AT ANY GIVEN POINT BETWEEN . THE PPE AND THE PRECASTUNIT. 5. DM�ENS�NS SHOWN ARE MINIMUM. ACTUAL MEJISUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. CO14CRETE INSERTS a LAD BOLTS 6. IN NO CASE SHRILL TOP OF ENDWNI PROTRUDE ABOVE FILL '- �' SLOPE, DITCH SLOPE. OR SHOULDER. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH DIVERT OR WINGWALL OCCUR. . S. BEVEL EDGE ASQUIRED ON HADWALL AT INLET T HE END OF THE CURE LVERT (WHERE THEE FLOW ENTERSTHE THE CULVERT). 9. FEADMIALL AT THE OUTLET END OF THE CULVERT MAY BE FJTHER SQUARE EDGE OR BEVEL EDGE. " 10. LCHAMFER IAA`Y BE PROVAED ON ALL EDGES AT " ACTURER'S OPTION. ` S L D H W 1%1 SLOPE 231 SLOPE a b 42" 5'-611 61 -318 6'-7%" W-W, 0'-41/11 � 0'-3%1, 4811 6'-0" 6'-101, 7-6" 9,-V, 0'-51, 01-411 54" 8'-B" T-5" 8'-4%=" 11'-0" 0'-04" 01.41/1 60" 7-0" 8'-011 91-31, 12'-1%" 0'-6%4" 01-511 66" 71-711 81-B/=" 10'-1v to 13'-3t/:!" ' 0'-7" 0'_ft" 72" V-2" it-3t/i" IV-O/�"14'-5t/!" 0'-7" 01-5t/2" 78" W--BA" W-10" 111-i0" 151-7" 01-7" /0�'-5,t//2" 84N Y -3m 1V -4" W-811e S-4" 01-7" V -51le 90" P-it". 11'-t" I 131-7" IT-11" 1 0'-7- 1 0'-5t/=" 96" 10'-7" 11'-8" 1 44'-8" W-r I O'-7" I O-SV/2'1 SEE DETAIL A #4 BARS 0 6" ` '. f EACH WAY, EACH FACE #4 BADS o 6" EACH WAY, EACH FACE _ ( FLOW = *4 BARS C 6" C-C -� EACH WAY, EACH FACE - - ' - GROUT WINGS AND ENDWALL T CO RETE NSERT5 21-0" SEE DETAIL B FRONT ELEVATION TO BASE SECTIONS a 411 LAG BOLTS SECTION A -A ROM � STANDARDS PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION E SHEET 1HOF1REVISION DATE 42" - 96" CIRCULAR PIPE 105 �1.0VIRGNIA DEPARTMENT OF TRANSPORTATION 302 D -L'TA AIRPORT' -� 0__1� 'TINCo 2,160Polo Parkway + Midlothian, Virginioi28 1.,3, phone (804y2-75-8301 o w �t w� 41e.14 a I r f. c o m �-j,TH OF 2,� E. C OLTN U � Lic. No. 051495 APRON/PARKING EXPANSION AIP NO. NON-AIP EROSION & SEDIMENT DRAWN BY: LAA CONTROL & DRAINAGE DETAILS DESIGNED BY: KMJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2019 JOB NO. 17019 SHEET __ Cnn52-2 SEE DETAIL A #4 BARS 0 6" ` '. f EACH WAY, EACH FACE #4 BADS o 6" EACH WAY, EACH FACE _ ( FLOW = *4 BARS C 6" C-C -� EACH WAY, EACH FACE - - ' - GROUT WINGS AND ENDWALL T CO RETE NSERT5 21-0" SEE DETAIL B FRONT ELEVATION TO BASE SECTIONS a 411 LAG BOLTS SECTION A -A ROM � STANDARDS PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION E SHEET 1HOF1REVISION DATE 42" - 96" CIRCULAR PIPE 105 �1.0VIRGNIA DEPARTMENT OF TRANSPORTATION 302 D -L'TA AIRPORT' -� 0__1� 'TINCo 2,160Polo Parkway + Midlothian, Virginioi28 1.,3, phone (804y2-75-8301 o w �t w� 41e.14 a I r f. c o m �-j,TH OF 2,� E. C OLTN U � Lic. No. 051495 APRON/PARKING EXPANSION AIP NO. NON-AIP EROSION & SEDIMENT DRAWN BY: LAA CONTROL & DRAINAGE DETAILS DESIGNED BY: KMJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2019 JOB NO. 17019 SHEET __ Cnn52-2 C ®1 3 NOTES: 1. MANHOLE TO MEET CURRENT REQUIREMENTS OF ASTM C-478. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 3. ALL REINFORCING STEEL TO MEET CURRENT REQUIREMENTS OF ASTM A-615. 4. TAPERED JOINT WITH 0—RING GASKET TO MEET CURRENT REQUIREMENTS OF ASTM C-361 & C-443. 5. COLD APPLIED JOINT SEALER (SAHOM-98) SHALL BE USED IN ADDITION TO THE JOINT SPECIFIED. 6. FLEXIBLE JOINT (KOR—N—SEAL OR EQUAL) REQUIRED ON ALL PIPE CONNECTIONS TO MANHOLES. VOIDS SHALL BE FILLED FLUSH WITH INSIDE FACE OF MANHOLE WITH NON —SHRINK GROUT. PRECAST CONCRETE MANHOLE C13S-2IC503-2NOT TO SCALE z a m m N CM c D O C Lf) Q Oo DR c rnm 30 v� w O O� zw Ua wl 0 3 o � m o� N DO 0 in 0� zI - U_ w NO. REVISIONS BY I APP. I DATE 4" (MIN.) TOPSOIL OR PAVEMENT (SEE PLANS) DETECTABLE WARNING TAPE COMPACTED GENERAL FILL* *IN PAVEMENT AREAS, BACKFILL TRENCH WITH VDOT #21 A OR #21 B FOR DEEP EXCAVATIONS, TRENCH MAY BE WIDENED ABOVE THIS POINT. PER OSHA STANDARDS NOT LESS THAN 12" NOR MORE THAN 24" (TYP.) CAREFULLY COMPACTED VDOT #21 A OR #21 B AGGREGATE BEDDING \ •D FINAL BACKFILL EXTEND STONE UP TO THIS POINT. INITIAL BACKFILL (SEE NOTE 1) HAUNCHING 6" MIN. BEDDING ANY OVER EXCAVATION SHALL BE REPLACED WITH BEDDING MATERIAL & COMPACTED TO VDOT #25 OR #26 AGGREGATE NOTES: 95% STANDARD PROCTOR BEDDING MATERIAL 1. INITIAL BACKFILL SHALL BE VDOT #21 A OR #21 B FOR PLASTIC PIPE AND CONCRETE PIPE IN PAVEMENT AREAS. COMPACTED GENERAL FILL IS SUITABLE FOR CONCRETE PIPE IN NON —PAVEMENT AREAS. 2. ALL BACKFILL AND BEDDING MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH P-152. 3. ALL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR, UNLESS OTHERWISE NOTED. WORK IN AND TAMP THE HAUNCHING MATERIAL IN THE AREA BETWEEN THE BEDDING AND UNDERSIDE OF PIPE. 4. DO NOT PERMIT COMPACTION EQUIPMENT TO CONTACT PIPE. REMOVE ANY DAMAGED PIPE SECTIONS BEFORE PROCEEDING. 5. INSTALL DETECTABLE WARNING TAPE 12" BELOW GRASS AND LANDSCAPE AREAS AND 6" BELOW PAVEMENTS AND HARDSCAPE AREAS. 6-2C5 STORM SEWER TRENCH BEDDING DETAIL 133-2 NOT TO SCALE AIRCRAFT RATED, 12" WIDE TRENCH DRAIN; EXPANSION LOCKING GRATE ENTIRE LENGTH TO SLOPE WITH JOINT, TYP.-\ GRADE. UTILIZE PRE —FORMED, NEUTRAL SECTIONS WITH A MINIMUM 12" DEPTH. a a 0.5 —�- . 12 4a � � ° ° 8 SCH.35 PVC VERTICAL OUTLET,,, a SET DRAIN IN 4,000 PSI PIPES SPACED @ 40' CONCRETE; DIMENSIONS 12" WIDE TRENCH DRAIN; AND REINFORCEMENT PER ' .ENTIRE .LENGTH TO SLOPE WITH MANUFACTURERS GRADE. UTILIZE PRE -FORMED, RECOMMENDATIONS NEUTRAL SECTIONS WITH A 1 MINIMUM 12" DEPTH. 8" BOTTOM KNOCK— l OUTS SPACED @ 40' RCP COLLECTOR PIPE (1.2% MIN SLOPE) 8" VERTICAL SCH.35 PIPE CONTINUES TO CONNECTION TO COLLECTOR PIPE PVC OUTLET PIPE WITH WATERTIGHT PIPE —TO —PIPE FOR PIPE UNDER 12A — 'EXTEND RCP PIPE DOWNSTREAM 'STRUCTURE CONNECTION BOOT TO INTO EXISTING STRUCTURE E8 TO RCP COLLECTOR PIPE (18" OR 24"—SEE CREATE CLEANOUT ACCESS. PLANS); INSTALL PER DETAIL 2 ABOVE FOR PIPE UNDER 12B — CAP COLLECTOR PIPE JUST BEYOND LAST CONNECTION C1 313 TRENCH DRAIN —2 C5C13 —2 C5 3-2 NOT TO SCALE `.. k Draper Aden Associates 11 Engineering • Surveying • Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA INCDf--L; , TAI-1 AIRP-QRITI TAN C.ONS,U! TS,, 2700 Polo P-drkway + ,� i'd,1othion,'_ircginia 23l 13 phone'(804)�2.7 -8301 i Www.deltoirpaorf.com OF r Ile E. CA OLTON " Lie. No. 051495 1 APRON/PARKING EXPANSION AIP NO. JOB NO. NON—AIP 17019 DRAWN BY: SHEET LAA DRAINAGE DETAILS DESIGNED BY: KMJ C503-2 SCALE: DATE: CAL CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE j.ULY 2019 ��3°M 0 N N � 4 O; 00 a U_o � M OF vj w� o6i zw Qa wl 03 o a m o� N m N o co o1 0 C7 z.. HwNO. REVISIONS BY I APP. I DATE STATE MINIMUM STANDARDS FOR EROSION CONTROL, MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR OR CROSSING LIVE WATERCOURSES SHALL BE MET. PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE GENERAL EROSION AND SEDIMENT CONTROL NOTES DEVELOPMENTPROJECTS. DEVELOPMENT, MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER AS E, HASEPARATE AWHOLE, LLBECONSIDEREDTO BETA SINGLE DEVELOPMENT PROJECT. ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND WORK IN THE WATERCOURSE IS COMPLETED. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO SHALL BE USED IN ALL ENGINEERING CALCULATIONS. MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING CONTROL HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED 9VAC25-840. IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER PRE —CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. REQUIREMENTS FOR NATURAL OR MAN—MADE CHANNELS SHALL SATISFY THE FLOW C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN—MADE ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY THE FIRST STEP IN CLEARING. THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF —SITE PROPERTY. VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24—HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN 24—HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING MAINTAINED ON THE SITE AT ALL TIMES. ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. FROM THE 1.5, 2, AND 10—YEAR, 24—HOUR STORMS TO A LEVEL THAT IS LESS THAN E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF —SITE BORROW OR WASTE F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED MAN—MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. DETERMINED BY THE PLAN APPROVING AUTHORITY. END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT SHALL BE ALLOWED ONLY AFTER SEDIMENT REMOVED THIS MANNER. THIS PROVISION VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER L L SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE FINAL STABILIZATION IS ACHIEVED. LAND —DISTURBING ACTIVITIES. STORMWATER MANAGEMENT ACT § 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA ( ) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND —DISTURBING ACTIVITIES ARE IN ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT FILTERING DEVICE. 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO PROGRAM (VSMP) REGULATION OR ARE EXEMPT PURSUANT TO SUBDIVISION C 7 OF § LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED 62.1-44.15:34- OF THE ACT. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY' AND SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF AFTER EACH RUNOFF —PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL EROSION AND SEDIMENTATION. 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) BE MADE IMMEDIATELY. REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE 19. STATUTORY AUTHORITY 62.1-44.15:52 OF THE CODE OF VIRGINIA. MINIMUM STANDARDS PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: FREQUENCY STORM OF 24—HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN—MADE CHANNELS AND WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED NATURAL OR MAN—MADE CHANNELS: AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE BE LEFT DORMANT FOR MORE THAN ONE YEAR. DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN—MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIEDIN THE FOLLOWING TRANSPORTED FROM THE PROJECT SITE. MANNER: MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE OTHERWISE PERMANENTLY STABILIZED, PERMANENT VEGETATION SHALL NOT BE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER ',THAN.,,.,,,,, CONSIDERED ,.ESTABLISHED UNTIL A .GROUND COVER iS ACHIEVED THAT IS UNIFORM, THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR _ ' MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. (2)(A) NATURAL CHANNELS SHALL' BE ANALYZED BY THE USE OF A TWO—YEAR STORM TO MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER VERIFY THAT STORMWATER ` WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IIN ", EROSION OF CHANNEL BED OR BANKS. ANY LAND —DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. (2)(B) ALL PREVIOUSLY 'CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE � OF A 10—YEAR 'STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BANKS AND BY THE USE OF A TWO—YEAR STORM TO DEMONSTRATE THAT DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. STORMWATER WILL :NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASTED (2)(C) PIPES AND STORM "SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP 'OR BASIN. 10—YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN 7HE v PIPE OR SYSTEM. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN—MADE LESS THAN THREE ACRES, CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: ' B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10—YEAR STORM WILL NOT DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL' BE CONTROLLED OVERTOP THE :BANKS AND A TWO—YEAR STORM WILL NOT CAUSE EROSION TO THE BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL CHANNEL, THE' BED, OR THE BANKS; OR BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25—YEAR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10—YEAR STORM STORM OF 24—HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS IS CONTAINED WITHIN THE APPURTENANCES; SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTEID TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE —DEVELOPMENT PEAK MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WIILL RUNOFF RATE FROM A TWO—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE RUNOFF RATE FROM A 10—YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. INTO A MAN—MADE CHANNEL; OR MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT STRUCTURE. DOWNSTREAM EROSION. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE PROTECTION SHALL BE PROVIDED. IMPROVEMENTS. MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL "BE E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED PROTECTED SO THAT SEDIMENT —LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. PROJECT. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS AND RECEIVING CHANNEL. OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FACILITY TO THE RECEIVING CHANNEL. FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. H. ALL ON —SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN 1. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION TWICE IN ANY SIX—MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. a; Draper Aden Associates fmR Engineering • Surveying . Environmental Services Nmzv 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA phone, (804) 275-8301 WT 1 E. CAM BELL BOLTON y Lie. No. 051495 �SSI ONA L 1��� APRON/PARKING EXPANSION AIP NO. JOB NO. NON--AIP 17019 DRAWN BY: SHEET EROSION & SEDIMENT LAA CONTROL NOTES DESIGNED BY: KMJ C8 1-2 SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE JULY 2019 -�'�� z a D N g N 00 a Uo �o o- �C Q 3c. w� o� z Uq w �I 0 3 oa m or Nm C)cc C9 G o X NO. REVISIONS BY I APP. I DATE ;9� Draper Aden Associates Engineering • Surveying • Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA EROSION CONTROL NOTES PUBLIC ROADS AS WELL AS DOWNSTREAM STREAMS AND WETLANDS. THERE ARE STEEP SLOPES ADJACENT TO THE EXPANSION OF THE EXISTING PARKING LOT. 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS STOCKPILING 00KPILING REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992, 3RD EDITION. ALL DEVICES REFERRED TO IN THESE NO STOCKPILE IS PROPOSED. PLANS CAN BE FOUND IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES VESCH STD. & SPEC. NUMBER - SAFETY FENCE #3.01 2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN 7 DAYS OF CONSTRUCTION ENTRANCE #3.02 REACHING FINAL GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED SILT FENCE #3.05 FINAL GRADE, BUT WHICH ARE TO REMAIN UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED WITHIN 7 DAYS. AS UPSTREAM AREAS ARE INLET PROTECTION 3 07 # STABILIZED, DOWNSTREAM TEMPORARY DEVICES ARE TO BE REMOVED. TEMPORARY DIVERSION DIKE #3.09 SEDIMENT TRAP #3.13 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND OUTLET PROTECTION #3.18 EROSION CONTROL DEVICES AND INSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A TREE PRESERVATION & PROTECTION #3.38 MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR RAINFALL EVENTS. ANY TEMPORARY SEEDING #3.31 DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS. PERMANENT SEEDING #3.32 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF MULCHING #3.35 DURING THE COURSE OF CONSTRUCTION THE COUNTY DETERMINES THAT THEY ARE REQUIRED. MANAGEMENT STRATEGIES 1. PILE SOIL ON HIGH SIDE OF TRENCH. NO MORE THAN 300 LF OF OPEN TRENCH AT ANY GIVEN 5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY TIME. ONE-HALF THE HEIGHT OF THE BARRIER. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH 3. INSTALL ALL MEASURES PRIOR TO DISTURBANCE. CLEAN STONE. IF THE CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF 4. STABILIZE SITE DURING AND AT THE CONCLUSION OF CONSTRUCTION PER VESCH STDS. VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH RACK SHALL BE INSTALLED AND THE 5. AFTER ALL AREAS HAVE BEEN STABILIZED, AND ONLY WITH THE APPROVAL OF THE COUNTY TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED WATER OF ALBEMARLE EROSION CONTROL INSPECTOR, REMOVE ALL REMAINING EROSION CONTROL FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAYS SHALL BE DEVICES. REMOVED IMMEDIATELY BY THE CONTRACTOR. 6. PERMANENT STABILIZATION WILL BE PROVIDED THROUGH PERMANENT SEEDING, PER SPECIFICATIONS. 7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE (FIRST PERMANENT STABILIZATION STEP IN GRADING. PERMANENT STABILIZATION WILL BE PROVIDED THROUGH PERMANENT SEEDING SPECIFICATIONS. MAINTENANCE 8. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND WITHIN SEVEN DAYS AFTER BACKFILL. NO MORE THAN FIVE HUNDRED FEET ARE TO BE OPEN AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: AT ONE TIME. 1. CONSTRUCTION ENTRANCE WASH RACK SHALL BE CHECKED FOR ACCUMULATED SEDIMENT AND SEDIMENT SHALL BE REMOVED AS REQUIRED. 9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND 2. SILT FENCE SHALL BE CHECKED FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS SEDIMENT SHALL BE REMOVED WHEN IT HAS ACCUMULATED TO APPROXIMATELY ONE HALF REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY) THE SILT FENCE HEIGHT. TRANSPORTED FROM THE PROJECT SITE. 3. INLET PROTECTION SHALL BE CHECKED FOR CLOGGING. REMOVE SEDIMENT AS REQUIRED. 4. TREE PROTECTION SHALL BE CHECKED FOR DISPLACED POSTS OR FENCING AND REPAIRED ASREQUIRED. 10. ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIFTEEN DAYS AFTER BACKFILL. EROSION CONTROL SEQUENCE OF CONSTRUCTION PHASE I 11. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY SILT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 1. CONTACT THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 48 HOURS PRIOR TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE CERTIFIED RESPONSIBLE LAND DISTURBER (RLD) MUST ATTEND THE MEETING. DO NOT BEGIN LAND DISTURBANCE WITHOUT 12. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON BY NOVEMBER FIRST, IS TO BE INSPECTOR'S APPROVAL. SEEDED ON THAT DATE WITH OATS, ABRUZZI, RYE, OR EQUIVALENT AND MULCHED WITH HAY 2. INSTALL PERIMETER EROSION CONTROL DEVICES LOCATED WITHIN THE LIMITS OF DISTURBANCE. OR STRAW MULCH. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. ` 3, PERFORM CLEARING AND GRUBBING AND DEMOLITION AS INDICATED. 4. ADJUST ALL EROSION CONTROL DEVICES AS NECESSARY IN ORDER TO MAINTAIN PROPER 13. THE CONTRACTOR IS RESPONSIBLE FOR APPOINTING DESIGNATED "RESPONSIBLE LAND FUNCTION. DISTURBER" (RLD) WHO SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL' PHASE 2 14 -: EROSION CONTROL MEASURES. THE RLD SHALL BE CERTIFIED IN VIRGINIA. 5. CONSTRUCT PROPOSED PARKING LOTS. _ "6. THE RETAINING WALL WILL BE CONSTRUCTED IN THREE SECTIONS TO ALLOW FOR PROPER - `14. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL OUTFALL AND FUNCTION OF THE SEDIMENT TRAP. THE REMAINING THIRD SECTION CAN ONLY TIMES `DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT ;UNTIL 'FfINAL BE BUILT ONCE THE SURROUNDING AREA HAS BEEN STABILIZED WITH THE GRAVEIL BASE STABILIZATION IS ACHIEVED. ;-COURSE LAYER. INLET PROTECTION MUST REMAIN ON THE EXISTING GRATE INLET. '7. STABILIZE SITE DURING AND AT THE CONCLUSION OF CONSTRUCTION PER VESCH STDS. 15. APRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO 'ISSUANCE OF A LAND DISTURBANCE 8, AFTER ALL UPSLOPE AREAS HAVE BEEN STABILIZED, AND ONLY WITH THE APPROVAL OF THE PERMIT. THE CONTRACTOR SHALL SCHEDULE THE MEETING WITH THE ALBEMARLE COUNTY ALBEMARLE COUNTY EROSION CONTROL INSPECTOR, REMOVE ALL REMAINING EROSION CONTROL EROSION CONTROL INSPECTOR ASSIGNED TO THE PROJECT. DEVICES. STORM WATER MANAGEMENT 16. FALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT .CONTROL PRACTICES WILIL BE THIS PROJECT DISTURBS `MORE THAN ONE ACRE AND WILL THEREFORE REQUIRE A VSMP PERMIT. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND , SPECIFICATIONS OF QUALITY COMPLIANCE THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION THE PROJECT PROVIDES QUALITY COMPLIANCE THROUGH PURCHASE OF NUTRIENT CREDITS FROM A 9VAC25=8.40. NUTRIENT CREDIT BANK. EROSION 'CONTROL NARRATIVE QUANTITY COMPLIANCE THE PROJECT PROVIDES QUANTITY COMPLIANCE THROUGH A NEW MODIFIED OUTLET STRUCTURE PROJECT DESCRIPTION FOR BASIN #8. THE SCOPE OF THIS PROJECT AT CHARLOTTESVILLE-ALBEMARLE AIRPORT CONSISTS OF THE CHANNEL PROTECTION CONSTRUCTION OF A NEW PARKING LOT, SIDEWALK, AND CONCRETE APRON, AS WELL AS CHANNEL PROTECTION WILL BE MET THROUGH ENERGY BALANCE. REPLACING THE CONTROL STRUCTURE OF EXISTING DETENTION POND (BASIN #8). FLOOD PROTECTION THE TOTAL LIMITS OF DISTURBANCE IS 5.72 ACRES. EXISTING CONDITIONS THE PROJECT AREA DOES EXPERIENCE LOCALIZED FLOODING. FLOOD PROTECTION WILL BE MET BY DETAINING THE 10-YEAR 24-HOUR PEAK FLOW FROM THE POST -DEVELOPED CONDITION TO THE EXISTING SITE CONTAINS AN EXISTING PARKING "LOT, A DETENTION POND, AND GRASS AREAS. LESS THAN THE PRE -DEVELOPED CONDITION BY A NEW MODIFIED OUTLET STRUCTURE. SLOPES VARY FROM 2% IN THE PARKING LOT TO 33% AROUND THE EXISTING DETENTION POND. ADJACENT PROPERTIES ROUTE 29 IS LOCATED EAST OF THE AIRPORT. ROUTE 606 IS LOCATED SOUTH OF THE AIRPORT. AREAS TO THE EAST AND SOUTH OF THE SITE ARE PREDOMINATELY ZONED RURAL AREAS OR LIGHT INDUSTRIAL. OFFSITE AREAS THERE ARE NO OFFSITE AREAS PROPOSED TO BE DISTURBED; HOWEVER SHOULD THERE BE ANY OFFSITE STOCKPILES, THE CONTRACTOR SHALL HAVE A SUPPLEMENTARY E&S PLAN SUBMITTED AND APPROVED PRIOR TO ANY LAND -DISTURBING ACTIVITIES. SOILS SEE SOIL DIVIDES ON SHEET C131-2 - PHASE 1 AND 2 - INITIAL EROSION & SEDIMENT CONTROL PLAN. THE PROJECT AREA INCLUDES (PER NRCS): 47C LOUISBURG SANDY LOAM. 7 TO 15 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 47D LOUISBURG SANDY LOAM. 15 TO 25 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 65B PACOLET SANDY LOAM. 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM. 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 94C WEDOWEE SANDY LOAM. 7 TO 15 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B CRITICAL EROSION AREAS CARE MUST BE TAKEN TO PREVENT SEDIMENT BEING TRACKED ONTO ADJACENT PAVEMENT AND 7D0.:Polo Parkway 4 1vMidl.othionr Virginia ' 31 3' hone; (C►4 -7 -8301 1 ww .c elto rp or#:cam ��j,TH OF APRON/PARKING EXPANSION AIP NO. JOB NO. r� NON-AIP 17019 . f DRAWN BY: SHEET E. CAbI BELL OLTON"EROSION &SEDIMENT LAA Lie. No. 051495 CONTROL NOTES DESIGNED BY: �o� KMJ C802-2 S', �yCs~ SCALE: DATE:C fir'. ZONAL CHARLOTTESVILLE_,ALBEMARLE AIRPORT NONE JULY 2019-�' �� j� L A I _ D is cfl co 1 CONCRETE GENERAL NOTES M _L TYPE "3" 25'-0" t 1I ----t -� - - - - - ` ------------------ --------------- --- - ---- -- -- j----- --------------- ---------------^-----------------� ------ T----F----T------r-------�-----------------�,`-------------------------------- -� ----�-t-T-�- ------- -- ----- --- T----r-----T - - 1 +00 2 1. CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301), ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318), AND ACI "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" (ACI 350), LATEST EDITIONS, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. 2. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL, FORM WORK, MIXING, HANDLING, PLACING, FINISHING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI-315) AND ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI-318). 3. CONCRETE SHALL BE IN CONFORMANCE WITH ASTM C94. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB -ON -GRADE 4000 PSI ALL OTHER CONCRETE 4000 PSI 4. MAXIMUM WATER -TO -CEMENT RATIO SHALL BE 0.60 WITH MAXIMUM SLUMP OF 4 INCHES. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1" AND ALL AGGREGATES SHALL CONFORM TO ASTM C33. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR CONTENT SHALL BE BETWEEN 5 AND 7 PERCENT BY VOLUME, 5. ALL REINFORCING STEEL SHALL BE IN CONFORMANCE WITH ASTM A615 (S1), NEW BILLET STEEL DEFORMED BARS, GRADE 60. UNLESS NOTED OTHERWISE, ALL REINFORCING BAR SPLICES SHALL BE ACI CLASS B TENSION LAP SPLICES. 6. CAST SIX CYLINDERS FOR EACH 100 CU. YDS., OR FRACTION THEREOF, OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY. TWO TESTED AT 7 DAYS, TWO TESTED AT 28 DAYS, AND TWO RETAINED IN RESERVE FOR POSSIBLE TESTS UNTIL 60 DAYS AFTER CASTING. SEND REPORTS TO OWNER, CONTRACTOR, AND STRUCTURAL ENGINEER. 7. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT NEAREST THE DESCRIBED SURFACE, UNLESS 2 NOTED OTHERWISE: 0 N CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES D CONCRETE EXPOSED TO EARTH OR WEATHER: A # 6 OR LARGER BARS: 2 INCHES # 5 OR SMALLER BARS: 1Y2 INCHES 8. DOWELS SHALL MATCH SIZE AND SPACING OF THE REINFORCING WITH WHICH THEY LAP UNLESS OTHERWISE SHOWN. ri 9. MECHANICAL SPLICES ARE PERMITTED AND SHALL MEET THE REQUIREMENTS OF ACI 318. n 10. TACK WELDING OF REINFORCING AND ANCHOR BOLTS IS NOT PERMITTED. REINFORCING AND ANCHOR BOLTS SHALL BE TIED. a 11. ALL 180' AND 90' STANDARD HOOK BENDING RADII, DEVELOPMENT LENGTHS AND HOOK EXTENSIONS SHALL BE IN ACCORDANCE WITH ACI 318. 12. PROVIDE Y4" CHAMFER AT ALL EXPOSED CORNERS UNLESS NOTED OTHERWISE. 3 0 v V 2 L NO. BY I APP. I DATE . Draper Aden Associates Engineering • Surveying . Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Charlottesville, VA Fayetteville, NC Richmond, VA 23227 Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA C � Y�01-1 i� ao VM ' o o rnrn rno 00 L u7u7 u7v7 co co co n 2+00 / / \ \ "3+ _ WALL TYPE ' 37'-6"f WALL TYPE- ---37'-6" f FOUNDATION GENERAL NOTES A GEOTECHNICAL ENGINEERING EVALUATION AND REPORT FOR THE PROPOSES APRON EXTENSION :;AND RETAINING WALL LOCATED AT THE CHARLOTTESVILLE - ALBEEMARLE AIRPORT WAS PREPARED BY S&ME. THE RECOMMENDATIONS OF THIS REPORT SHALL BE IMPLEMENTEID ON THIS PROJECT UNLESS NOTED OTHERWISE. 1. FOOTING SIZES AND ELEVATIONS SHOWN ARE BASED ONI AN ASSUMED ALLOWABLE SAFE SOIL BEARING CAPACITY OF 3000 PSF. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURALLY COMPACTED FILL OF AT LEAST THIS WORKING SAFE CAPACITY. IF SOIL OF THIS QUALITY IS NOT FOUND AT THE ELEVATIONS INDICATED, THE FOOTING MAY NEED TO BE LOWERED OR ENLARGED, UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 2. RETAINING WALL DESIGN BASED ON AN ASSUMED BACKIFILL SOIL MOIST UNIT WEIGHT OF 130 PCF WITH AN ASSUMED FRICTION ANGLE OF 33% 3. WHERE FOOTING ELEVATION IS NOT NOTED OR DETAILED!, TOP OF FOOTING SHALL BE V-4" BELOW FINISHED GRADE. 4. ALL RETAINING WALL BACKFILL SHALL BE MATERIAL WITH LESS THAN 35% PASSING THE #200 SIEVE AND A PLASTICITY INDEX OF < 5. 5. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER, AND APPROVED FOR FOOTINGS, PRIOR TO PLACING CONCRETE. ALL FOUNDATIONS SHALL BE CONCRETED PROMPTLY FOLLOWING INSPECTION. 6. THE DISTANCE BETWEEN HORIZONTAL STEPS IN WALL FOOTINGS SHALL BE AT LEAST TWO TIMES THE CHANGE IN ELEVATION. 7. CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING CONSTRUCTION TO DIRECT WATER AWAY FROM FOUNDATION CONSTRUCTION AREAS. ANY SUB -GRADE SOILS WEAKENED BY THROUGH SATURATION OR DISTURBANCE SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL. REFERENCE PROJECT GEOTECHNICAL REPORT FOR STRUCTURAL FILL MATERIAL AND COMPACTION REQUIREMENTS. 8. CONTRACTOR SHALL COORDINATE EXTERIOR SITE WORK, INCLUDING STEPS, WALKS, WALLS AND FINISHED GRADES, WITH FOUNDATION WORK. DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway + Midlothian, Virginia 23113 phone: (804) 275-8301 + w w w. d e l t a i r p o r l. c o m 1 ABBREVIATIONS CIP CAST IN PLACE CJ - CONSTRUCTION OR 'CONTROL JOINT CL - CENTERLINE CNTR'D - CENTERED CONT. - CONTINUOUS E.W. - EACH WAY FF - FINISH FLOOR ELEVATION EOS - EDGE OF SLAB FOM FACE OF MASONRY JBE - JOIST BEARING ELEVATION PAF - POWDER ACTUATED FASTENER PEJ -'PREFORMED EXPANSION JOINT PEMB PRE-ENGINEERED METAL BUILDING TOF - TOP OF FOOTING SJ - SAWCUT JOINT U.N.O. - UNLESS NOTED OTHERWISE LEGEND WELDED WIRE FABRIC CONCRETE d fff=f(I=rr EARTH -1 I 1=1 11=r1111 GRANULAR FILL A ON A. JUDY Lie. No. 050026 �SI0IVAL �� Imlo I 1 I I I I I I I l l I I I I I I I I i61 I I I I I I 61 3 FOUNDATION PLAN GENERAL NOTES 1. CONTRACTOR TO COORDINATE ALL DIMENSIONS, ELEVATIONS, AND SLOPES, WITH EXISTING CONDITIONS AND CIVIL SITE PLANS PRIOR TO CONSTRUCTION, TYPICAL. 2. PLAN SHOWN FOR REFERENCE ONLY. SEE CIVIL PLANS FOR WALL LOCATIONS AND TOP OF WALL ELEVATIONS. SEE S201 FOR WALL SECTIONS. 3. SEE THIS SHEET FOR STRUCTURAL SPECIFICATIONS AND GENERAL NOTES. SEE SHEET S200 FOR TYPICAL FOUNDATION DETAILS, SECTIONS, AND ADDITIONAL INFORMATION. 4. FOR TOP OF FOOTING ELEVATIONS SEE PLAN. 5. EXTERIOR CURBS, SIDEWALKS, ETC. NOT SHOWN FOR CLARITY. REFER TO CIVIL DRAWINGS FOR EXTENTS AND REQUIREMENTS. 6. TOP OF GRADE ELEVATIONS ARE GIVEN FOR REFERENCE ONLY. COORDINATE ELEVATIONS WITH CIVIL DRAWINGS. 7. WALL CONTROL JOINTS AND EXPANSION JOINTS ARE NOT SHOWN BUT ARE REQUIRED. SEE JOINT DETAILS ON S200 FOR ADDITIONAL INFORMATION. FOUNDATION PLAN KEYNOTES 0- APPROXIMATE LOCATION WHERE WALL TYPE CHANGES. COORDINATE LOCATION WITH FINIAL GRADES. SEE S200 FOR MAXIMUM WALL HEIGHTS. O2 - EXISTING 24" STORM SEWER PIPE. ESTIMATED PIPE INVERT ELEVATION AT NEW RETAINING WALL = 595't. PIPE TO BE CAST INTO WALL STEM, SEE S200. VERIFY PIPE ELEVATION PRIOR TO FOOTING EXCAVATION AND REPORT ANY CONFLICTS WITH NEW FOOTING TO ENGINEER. O3 - NEW STORM SEWER PIPE. SEE SITE DRAWINGS FOR LOCATION. X'-X DENOTES SUGGESTED FOOTING STEP LOCATION AND S X'-X ELEVATION. SEE TYPICAL DETAIL ON SHEET S200 CONTRACTOR SHALL COORDINATE STEP LOCATIONS AND ELEVATIONS WITH FINISH GRADE. TOP OF FOOTING SHALL BE V-4" (MINIMUM) BELOW FINISH GRADE, U.N.O. EXPAND TERMINAL APRON AIP NO. 3-51-0004-047-2018 PHASE 2 DRAWN BY: JAJ RETAINING WALL DESIGNED BY: FOUNDATION PLAN JAJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: AS NOTED I JUNE 2019 JOB NO. 17018 SHEET S100-2 4 g,y(l 0 0 N U) f- Z) O g v m U ca _CD Z 0 n n T A NO. SEE PLAN +— — TOP OF FOOTING N 4" TYPICAL SHEAR KEY DETAIL SCALE: NOT TO SCALE TERMINATE INTERRUPTED VERTICAL BARS W/ STD. ACI 99 HOOK. RCP PIPE SLEEVE CAST INTO WALL. ESTIMATED 36"0 PIPE. :: EXISTING 24" 0 RCP. RETAINING WALL. 0 COORDINATE FOOTING STEP IfLOCATIONS AND DEPTH W/ CIVIL PLANS. I a° UJI � Z) d a a d d c 01 a d 3" CLEAR (TYP.) 1� ° a a NOTE, FOOTING KEY NOT SHOWN. TYPICAL FOOTING STEP DETAIL SCALE: NOT TO SCALE WHERE VERTICAL REINFORCEMENT IS INTERRUPTED BY PIPE SLEEVE, PROVIDE ADDITIONAL BARS EQUAL TO Y OF NUMBER OF BARS INTERRUPTED EACH SIDE OF SLEEVE. APPLY SEALANT WHERE POSTS PENETRATE COPING. — FOOTING. MASONRY COPING. KEY. LVERTICAL DOWELS, SEE WALL SECTIONS. WHERE FULL EMBEDMENT OF VERTICAL DOWELS ARE INTERRUPTED BY PIPE SLEEVE, PROVIDE NOTE: DOWEL W/ STD. ACI 99 HOOK WITH A MINIMUM SEE WALL SECTIONS FOR 2'-0" EMBEDMENT INTO FOOTING. ROTATE HOOKS AS INFORMATION NOT SHOW. REQUIRED TO MAINTAIN CONCRETE COVER IN KEY. EXISTING PIPE PENETRATION DETAIL SCALE: NOT TO SCALE REVISIONS BY I APP. I DATE Draper Aden Associates engineering . Surveying • Environmental Services 1030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA MASONRY VENEER. EXPANSION NOTE: JOINT FILLER SEALANT ON COMPRESSION SEE SECTIONS FOR WALL REINF. SEAL (TYP.) EXPANSION CAP • • • • • • • • -0 x 2'-0" SMOOTH DOWELS \\—CONTS. WATERSTOP SPA. ® 12"o.c. — COATED TO PREVENT BOND 1'-0» 2" CLEAR (TYP.) NOTES: 1. CONTROL OR CONSTRUCTION JOINTS SHALL OCCUR AT 25'-0" (MAX.) 2. EXPANSION JOINTS SHALL OCCUR AT 75'-0" O.C. FOR EXPOSED RETAINING WALLS. TYPICAL EXPANSION JOINT DETAIL SCALE: NOT TO SCALE FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. 1'-0" LONG GALVANIZED PIPE SLEEVE CAST INTO TOP OF WALL, COORDINATE QUANTITY AND LOCATIONS WITH APPROVED FENCE SHOP DRAWINGS. /I \/\/\/\/\/\/ L J NVY a °V� ;< FENCE POST SLEEVE DETAIL SCALE: NOT TO SCALE DELTA AIRPORT CONSULTANTS INC9 .f 2700 Palo Parkway + Midlothian, Virginia 23113 phone: (804) 275-8301 + w w w. delta i r p o r t. c o m PREVIOUSLY PLACED CONCRETE NOTE: AAAIT[11/ATrn1 W%M qFF CFrTIONS FnR WAI I RFINF SPLICE NOTE: SEE SECTIONS FOR WALL REINF. TYPICAL CONSTRUCTION JOINT DETAIL SCALE: NOT TO SCALE OON"AA. JUDY ,4 ic. No. 05002.6 b LONAL�ti TYPICAL GROOVE AT EXT. FACE OF WALL 1Y4" WIDE x 1Y" DEEP TYPICAL GROOVE ® INT. FACE `— CUT ALTERNATE BARS IN OF WALL Ys"(MIN.) WIDE x 1Y4" DEEP BOTH FACES AT JOINT USE PREMOLDED OR METAL STRIP DO NOT CUT HORIZ. BARS AT TOP OF WALL NOTE: SEE SECTIONS FOR WALL REINF. TYPICAL CONTROL JOINT DETAIL SCALE: NOT TO SCALE EXPAND TERMINAL APRON AIP NO. JOB NO. 3-51-0004-047-2018 17018 DRAWN BY: SHEET PHASE 2 JAJ RETAINING WALL DETAILS DESIGNED BY: JAJ S20 -2 s c E AIRPORT SCALE: DATE: CHARLOTTESVILLE-ALBEMA,�, AS NOTED JUNE 2019 WALL DRAINAGE NOTE: PROVIDE CONTINUOUS 8"0 PERFORATED COLLECTOR PIPE BEHIND ALL CANTILEVER WALLS. WRAP PERFORATED PIPE WITH VDOT NO. 57 STONE AND GEOTEXTILE FABRIC. PROVIDE 1"0 PVC WEEPS SPACED AT 8'-0" O.C. (MAX.) THROUGH WALL, TYPICAL. FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. 1'-6" SEE S200 FOR PIPE SLEEVE DETAIL. ;;�—FINISH GRADE, SEE GRADING PLANS. VARIES _ J ,I� SEE GRADING PLAN I t I to uu SLOPE FRONT OF Ir ll °uQ1r 4 WALL AS SHOWN. 14d11, ' `LJ MASONRY VENEER, PROVIDE 1211 DOVETAIL SLOTS FOR VENEER ° ANCHOR ATTACHMENT. 3/16 s L' W 2Y2" CLR a z z #5 HORZ. ® 12" O.C. #5 VERT. ® 12" O.C. a . 0 4,-0" I MINIMUM . b LAP SPLICE. 'd d4 z Qa FINISH GRADE, SEE GRADING PLANS. co L.4 a n u u p J_ NO. " CLR. #6 VERT. ® 9" O.C. #8 DOWEL ® 9" O.C. EMBED DOWEL 3" CLR. FROM BOTTOM OF FOOTING W/ STD. ACI 90' HOOK. dh VARIES SEEGRADING PLAN SLOPE FRONT OF WALL AS SHOWN. MASONRY VENEER, PROVIDE J 12" DOVETAIL SLOTS FOR VENEER 'ANCHOR ATTACHMENT.—,.,, 3/16" z c� _ Q W #5 HORZ. 12" O.C.--, M #5 VERT. ® 12" O.C. 0 N MINIMUM 4'-0" LAP SPLICE. SEE WALL FINISH GRADE, DRAINAGE NOTE. _ SEE GRADING PLANS. M C #6 BARS @ 9" O.C. W/ 90' HOOK ® FACE OF TOE. w #6 BARS ®9" O.C. Wj�\//j//j//j//j//j//j//j//jjj//jam #5 BARS 0 1 » 90' HOOK ® FACE OF TOE. \\\\\/\\/\\/\\/\\/\\//\\/\\/\\/\\//\\/ ° 0 18" O.C. o -1 -4 B.F.G._ \ \ \ \ \ \ \ \ \ \ ////////////// a w \\ \\ \ \\ \\ \\ \\ \\ 4 _4" ,,, #6 BARS C9? —1'-4" B.F.G.A. 4. .d #6 BARS ® °d Ad.4. e da 12" O.C. 4 . : e . . a . q -a. d 3» CLR. A. a . "-'a to #5 BARS 2'-3" I ® 18" O.C. 21-0» 8'-4» RETAINING WALL DETAIL < 10' RETAINED SCALE: 1/2" = 1'-0" WALL TYPE "'I" REVISIONS BY I APP. I DATE 12" O.C. �► Draper Aden Associates 1 Engineering . Surveying • Environmental Services �030 Wilmer Avenue, Suite 100 Blacksburg, VA Raleigh, NC Richmond, VA 23227 Charlottesville, VA Fayetteville, NC Northern Virginia 804-264-2228 Fax: 804-264-8773 Hampton Roads, VA Virginia Beach, VA 1'-6" I FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. 1'-6„ SEE S200 FOR PIPE SLEEVE DETAIL. FINISH GRADE, SEE GRADING PLANS. VARIES _ _ , SEE GRADING PLAN A 11- It a ..1r. \//\// \\//\\//\\\\/ FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. SLOPE FRONT OF a1L9 SEE S200 FOR PIPE SLEEVE DETAIL. WALL AS SHOWN.--,, FINISH GRADE, SEE GRADING PLANS. MASONRY VENEER, PROVIDE 3/16» a DOVETAIL SLOTS FOR VENEER ANCHOR ATTACHMENT. • #6 VERT. i//\\//\\//\\//\\//\\// d a ® 9" O.C. 2Y" CLR 1Y" CLR. CD z P o #5 HORZ. #6 VERT. Z ®12" O.C.--,,°. ° ® 9" O.C. • , #5 VERT. ® 12" O.C. , O r I a.10 < #8, DOWEL ® 9" O.C. s EMBED DOWEL 3" CLR. FROM #8 DOWEL @ 9" O.C. MINIMUM 4'-0" BOTTOM OF FOOTING KEY. EMBED DOWEL 3" CLR. FROM LAP SPLICE. BOTTOM OF FOOTING KEY. SEE WALL DRAINAGE NOTE SEE WALL DRAINAGE NOTE. FINISH GRADE, SEE GRADING PLANS.- LO #7 BARS ®9„ O.C. W/; J w 90' HOOK ® FACE OF TOE. -#5 BARS o z 18" O.C. z ``'-1 °-4" B.F.G. ' •. ea ad a ° dd. ° . O o ..d'd • • —=» a , °:a. a d' 3" CLR. #5 BARS 018n O.C. 2'-9$1 o M 4A d ° CV a . 21-011 RETAINING WALL DETAIL < 12' RETAINED SCALE: 1/2" = 1'-0" WALL TYPE "2" #6 BARS 12" O.C. VARIES _ SEE GRADING PLAN SLOPE FRONT OF WALL AS SHOWN.-,,\.,, 1 12 3/16" MASONRY VENEER, PROVIDE DOVETAIL SLOTS FOR VENEER ANCHOR ATTACHMENT. -\ z M • z, FINISH GRADE, ¢%• SEE GRADING PLANS.- � d o » /j�/j�rj�/j�/j�/j�/j�/j�/j�/jam/j\/rj� #5 BARS o #7 BARS 0 6 O.C. W/ //\�/j //�/j�/j�/j�/j�/jz�//�//\�/j� 0 18" O.C. Z 99 HOOK ® FACE OF TOE. ) 11 X \\ 7 -6 w —1'-4" B.F.G. 4 a r a •'a4-- °e. d- •.a a a' - 'pa d a }' as .,a - ,� d d • 'q 4. #6 BARS a o a q a d .. 1 12 O.C._< o. .-a. c :4 a •,d `o _ ° 'n o '.a Cal d. .. d 4 a d: 4 .. Q a.. •. - d ..a. - .d - 1 » 'a °�a• - q - a 3" CLR. 3 —9 a #6 BARS @ 18" O.C. ° d o (0 a44 04 o. a Q d 21-0" 13'-0" RETAINING WALL DETAIL < 15' RETAINED SCALE: 1/2" = 1'-0" WALL TYPE "3" DELTA AIRPORT CONSULTANTS, INC. 2700 Pala Parkway + Midlothian, Virginia 23113 phone: (804) 275-8301 + w w w d e l i ®i r p o r t. c o m -' J 'ON A. JUDY 9 No. 050026 _ ONAL r 2Y" ( 2 #5 HORZ. ® 12" O.C.—N #5 VERT. 12" O.C. MINIMUM 5'-0 LAP SPLICE. FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. SEE S200 FOR PIPE SLEEVE DETAIL. V—FINISH GRADE, SEE GRADING PLANS. /M, M11 o � / #7 VERT. 4 ' ® 12" O.C. e o d 4d .. , 1Y2" CLR. a' FULL ACI CLASS B LAP SPLICE. - •P a' #9 DOWEL ®6" O.C. EMBED DOWEL 3" CLR. FROM BOTTOM OF FOOTING KEY. <• z SEE WALL DRAINAGE NOTE. 4d c o 00 Ld a4 0 a/ z Ld x W a #5 BARS �® 12" O.C. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 9,-611 o a ° d O .a - o ed a. . o d . d a a "d -�n �9d' � a co e a d d. o , - d a d 9- s o' 4' .da ' a3" CLR. 4-94 - a '" a... .a 0, . a #6 BARS ®12" O.C. d a p ad ° O e ° K) d 2'-0" 16'-0" RETAINING WALL DETAIL < 18' RETAINED SCALE: 1/2" = 11-0" WALL TYPE "4" EXPAND TERMINAL APRON AIP NO. JOB NO. 3— 51— 0004— 047— 2018 17018 DRAWN BY: SHEET PHASE 2 JAJ RETAINING WALL SECTIONS DESIGNED BY: JAJ S2O1-2 SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT AS NOTED DUNE 2019 --0-1� GENERAL ELECTRICAL NOTES MECHANICAL ELECTRICAL. ENGINEERS WWW. PACE-EtgQ1 NEERLNQ. CQM' NO. REVISIONS BY APP. DATE GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE AND ADJUST ACCORDINGLY AS DIRECTED BY THE ENGINEER. AS -BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS SHALL REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT. TESTS: TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION RESISTANCE TESTS ON ALL WIRING #10 OR LARGER TO INSURE THAT ALL PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS. INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL REQUIRED INSPECTION CERTIFICATES TO THE OWNER. GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC FOR THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT FRAMES CONDUITS, SWITCHES, CONTROLLERS, WIRE -WAYS, NEUTRAL CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A GROUNDING CONDUCTOR IN ALL POWER CONDUITS. LABELS: PROVIDE LABELS FOR ALL SWITCHBOARDS, SWITCHBOARD BREAKERS, PANELBOARDS, CABINETS, SAFETY SWITCHES, MOTOR -DISCONNECT SWITCHES, AND MOTOR CONTROLLERS. LABELS SHALL BE MACHINE ENGRAVED, LAMINATED PLASTIC, PERMANENTLY ATTACHED WITH SELF -TAPPING SCREWS OR RIVETS. DO NOT USE SELF-ADHESIVE LABELS. LABEL SHALL INDICATE EQUIPMENT DESIGNATION AND ASSOCIATED PANEL AND CIRCUIT THAT SERVES IT. J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS WITHIN. WIRING DEVICES: LABEL ALL WIRING DEVICES WITH PANELBOARD AND CIRCUIT DESIGNATION PERMANENTLY ATTACHED WITH BLACK TYPED DESIGNATION ON CLEAR TAPE. PANEL DIRECTORY: PROVIDE UPDATED TYPEWRITTEN PANELBOARD DIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOAD INFORMATION AND ROOM NUMBER AND/OR LOCATION CLEARLY IDENTIFIED. USE ACTUAL ROOM NUMBERS IN THE BUILDING, NOT THE ROOM NUMBERS SHOWN ON THE CONTRACT DRAWINGS, AS THEY ARE OFTEN DIFFERENT. CONDUCTORS AND MATCHING LUGS: IN SITUATIONS WHERE CONDUCTOR SIZES AND/OR QUANTITIES OF PARALLEL SETS HAVE BEEN INCREASED DUE TO VOLTAGE DROP OR FOR OTHER REASONS, CONTRACTOR SHALL PROVIDE THE APPROPRIATE LUG SIZES/QUANTITIES WITHIN THE EQUIPMENT CONNECTED (SWITCHBOARD, PANELBOARD, DISCONNECT SWITCH, TRANSFER SWITCH ETC.) TO PERMIT SATISFACTORY CONNECTION OF THE INDICATED CONDUCTORS. WHERE SUFFICIENT LUG SIZES AND/OR QUANTITIES CANNOT BE PROVIDED TO ACCOMMODATE THE CONDUCTORS INDICATED, THEN PROVIDE REDUCING ADAPTERS, PIN TERMINALS, OR A JUNCTION BOX TO SPLICE LARGER CONDUCTORS TO APPROPRIATELY SIZED SMALLER CONDUCTORS TO FIT INTO THE LUGS PROVIDED. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NEC. CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS SHOWING WIRING DIAGRAMS, ROUGH -IN AND HOOK UP DETAILS FROM OTHER INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE CONNECTED ELECTRICALLY. WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF ELECTRICAL EQUIPMENT WITH MECHANICAL DUCTWORK, PIPING ETC. AND ASSURE WORKING CLEARANCE REQUIRED ' BY NEC WILL BE MET. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF EQUIPMENT PROVIDED AND INSTALLED BY OTHER TRADES. LIGHTING ARRANGEMENT: ARRANGE LIGHTING FIXTURES IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING PLANS FOR INTERIOR LIGHTING AND AS INDICATED ON THE ELECTRICAL SITE LIGHTING PLAN. LIGHTING COORDINATION: COORDINATE BUILDING INTERIOR LIGHTING FIXTURES WITH GRILLES, DIFFUSERS, SPRINKLER HEADS, AND ACCESS PANELS, ETC. PROVIDE FIXTURE MOUNTING BRACKETS, ACCESSORIES, PLASTER FRAMES, ETC., SUITABLE FOR THE CEILING TYPES INDICATED ON THE ARCHITECTURAL PLANS, COORDINATE SITE LIGHTING POLE LOCATIONS WITH EXISTING AND NEW UNDERGROUND SITE UTILITIES, RETAINING WALLS, MANHOLES, HANDHOLES,. AND STRUCTURAL SYSTEMS. LIGHTING CONTROL TESTING: UPON COMPLETION OF THE INSTALLATION OF ALL LIGHTING SYSTEMS AND CONTROL DEVICES, CONTRACTOR SHALL CONFIRM PROPER OPERATION OF ALL LIGHTING CONTROLS, AND DEMONSTRATE PROPER OPERATION TO THE OWNER AND/OR ENGINEER. MATERIAL COORDINATION: VERIFY CEILING AND WALL CONSTRUCTION AND MATERIAL PRIOR TOi ORDERING LIGHT FIXTURES OR OTHER DEVICES TO INSURE PROPER'FDKTURE OR DEVICE IS FURNISHED TO MATCH CONSTRUCTION. MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURE UNLESS OTHERWISE NOTED. BARRIERS: WHERE :A MULTIPLE -GANG: BOX HAS CIRCUITS OF DIFFERENT VOLTAGES OR SYSTEMS WHICH ARE REQUIRED TO BE SEPARATED, PROVIDE THE CODE -REQUIRED SEPARATION'USING A FULL HEIGHT AND DEPTH BARRIER PLATE. CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES, LIGHTING FIXTURES, LAMPS AND LENSES, AND REMOVE ALL 'PAINT SPATTERS FROM DEVICES, FIXTURES AND PLATES. REPLACE ALL INOPERATIVE LAMPS. DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. delta i r p o r t. c o m ELECTRICAL LEGEND WILING •O AREA SITE LIGHTING FIXTURE A LIGHTING FIXTURE TYPE SYMBOL, SEE LIGHTING FIXTURE DETAILS. F-C-1 LIGHTING CONTACTOR TC TIME CLOCK 0 PHOTOCELL, 150OW, 120V SPST, MOUNT ON ROOF, AIM NORTH POWER Ey SAFETY SWITCH, 60A-3P, FU @ 30A, 3R SWITCH RATING NUMBER OF POLES FUSE RATING (NF INDICATES NON FUSED) NEMA ENCLOSURE IF OTHER THAN NEMA 1- ® � ELECTRICAL PANELBOARD m DRY -TYPE TRANSFORMER Q PAD MOUNTED TRANSFORMER VINDICATES FRONT ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HQMERUN TO AND PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12 PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING CONDUCTOR IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS AS REQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS. PROVIDE NEUTRAL CONDUCTOR TO ALL WALL SWITCH OUTLET BOXES WHETHER REQUIRED OR NOT. PROVIDE ADDITIONAL "SWITCH LEG" CONDUCTORS TO PROVIDE THE LIGHT FIXTURE CONTROL INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS MAY BE GROUPED TOGETHER IN A COMMON CONDUIT IN ACCORDANCE WITH THE NEC AND AT THE CONTRACTOR'S DISCRETION. GROUNDING CONDUCTORS MAY BE SHARED AS ALLOWED BY THE NEC. NEUTRAL CONDUCTORS SHALL NOT BE SHARED. MULTI -POLE BREAKERS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC WHERE MULTI -WIRE BRANCH CIRCUITS ARE REQUIRED. CONDUIT LARGER THAN 1/2" AND CONDUCTORS LARGER THAN #112 SHALL BE AS INDICATED. FP__B1 PULL BOX DIRECT BURIED, TOP FLUSH `WITH GRADE, QUAZITE #PC1118BG18, 11 "x18" WITH "ELECTRIC" OR "COMM" IN TOP AS. APPLICABLE GENERAL DETAIL OR SECTION NOTATION ENUMERATION: A = DETAIL, 1 = SECTION SHEET WHERE SECTION IS SHOWN SHEET WHERE SECTION IS CUT NEW WORK NOTE SYMBOL 01 DEMOLITION NOTE SYMBOL 1 HOUR FIRE RATED WALL 2 HOUR FIRE RATED WALL SMOKE PARTITION ENERGY CODE COMPLIANCE PATH 0 ASHRAE 90.1 ■ VECC CHAPTER 4 - PRESCRIPTIVE 0 VECC CHAPTER 4 - PERFORMANCE �,LTH oj�j� KEITH J. NEUBERT Lie. No. 048062 'PO06/ 25/ 19 �v SSI�NAL �� A AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY BFG BELOW FINISHED GRADE C CONDUIT CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CKT CIRCUIT CB CIRCUIT BREAKER EC EMPTY CONDUIT ECB ENCLOSED CIRCUIT BREAKER EQUIP EQUIPMENT EfR EXISTING TO REMAIN EXIST EXISTING FLA FULL LOAD AMPS GFI GROUND FAULT INTERRUPTER GND GROUND KAIC THOUSAND AMPERE INTERRUPTING CAPACITY KVA KILO -VOLT-AMPERES KW KILO -WATTS LPW LUMENS PER WATT LTG LIGHTING MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MFR MANUFACTURER MLO MAIN LUGS ONLY MTD MOUNTED NEC NATIONAL ELECTRICAL CODE NF NON -FUSED NIC NOT IN CONTRACT NTS NOT TO SCALE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED P POLE PL PROPERTY LINE PNL PANEL PNLBD PANELBOARD 0 PHASE PRI PRIMARY REQ'D REQUIRED TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT W WATTS/WIRE WG WIRE GUARD APRON/PARKING EXPANSION ( WPO NO. WP0201900013 ELECTRICAL NOTES, DRAWN BY: CMD LEGEND, & ABBREVIATIONS DESIGNED BY: CMD CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: NONE I APRIL 2019 JOB NO. 17018/17019 SHEET El Im3 LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS 0 # HEADS LUMENS PER HEAD LIGHT LOSS FACTOR WATTS PER HEAD Q 0-0 LONG TERM PARKING LOT HUBBELL LIGHTING CL1-AD-60L-U-4K-3-BL 60 LEDs - 4000K - 120/277 1 1 14,977 1.0 135 & ECONOMY LOT CIMARRON CL1 SERIES 70CRI Qg 0-0 LONG TERM PARKING LOT HUBBELL LIGHTING CL1-AD-90L-U-4K-4-BL 90 LEDs - 4000K - 120/277 1 1 22,286 1.0 205 CIMARRON CL1 SERIES 70CRI ® 0-0 LONG TERM PARKING LOT HUBBELL LIGHTING CL1-AD-90L-U-4K-5W-BL 90 LEDs - 4000K - 120/277 1 1 21,899 1.0 205 CIMARRON CL1 SERIES 70CRI Q 0-0 LONG TERM PARKING LOT HUBBELL LIGHTING CL1-90L-AD-U-4K-4-105-BL--BC 90 LEDs = 4000K - 120/277 1 1 15,127 1.0 325 CIMARRON CL1 SERIES 70CRI OD APRON LIGHTING AREA GARDCO PFF-184L-700-NW-G1-SF- 184 LEDs - 4000K - 480 1 3 65,000 1.0 633 AIRP-480-BK 70CRI NOTES: 1. LUMINAIRE TYPES 'A', 'B', "131" AND 'C', LOCATED IN LONG TERM PARKING LOT AND ECONOMY PARKING LOT, UTILIZATION VOLTAGE SHALL BE COORDINATED WITH EXISTING PARKING LOT LIGHTING POWER SOURCE VOLTAGE. LUMINAIRES LOCATED IN LONG TERM LOT PLAN WEST OF MATCH LINE SHALL BE CONNECTED TO EXISTING 120/208-VOLT SYSTEM. LUMINAIRES IN LONG TERM PARKING LOT PLAN EAST OF MATCH LINE SHALL BE CONNECTED TO EXISTING 277-VOLT SYSTEM. REFER TO NEW WORK LIGHTING PLANS. NOTES THIS SHEET E1 REFER TO LIGHTING FIXTURE SCHDEULE AND STATISTICS TABLE ON THIS SHEET FOR FOOTCANDLE VALUES FOR EACH LIGHTING ZONE. F2 TYPICAL LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES. LIGHTING PHOTOMETRICS STATISTICS TABLE LOCATION AVERAGE FC MAX FC MIN FC MAX/MIN FC AVE/MIN FC LONG TERM PARKING LOT 4.1 13,1 0.6 21.8:1 6.8:1 ECONOMY LOT 4.0 12,6 0.4 18.6:1 6.7:1 APRON LIGHTING AREA #1 6.3 27.7 0.0 N/A N/A APRON LIGHTING AREA #2 0.00 0.10 0.00 N/A N/A u '2 I118.2V I I� _ I I L 1 1 !u 1 ' ' $ �I "' I I I' 7 +7.2 +7.1 t +7.6 0 +7.91 +7 `0 8.4 +7.8 10. 10 1 88 1 8.8 10.3- 10. 8. 1 8.8 10.3 10. 8. ' {I 5 3 }7.2 6.2 6.3 +73 8 0 6.4 8.4 8 E2 8 4 8.1 +7.8 +7.6 i 8. 1 1 .3�+ ,+ +f + ++ +� + � +� + + �+ � + � +x +� + +9. +� +� JO119.0+++� +9.8 8.2 6.7 8.6 11.1 ! 9.0 11.8 8t9 {T4 9 8 13.2 13.3 10.0 8.1 10.1 13.4 13.4 10.1 8.1 10 0 13.3 13.2 9.7 +1.2 8.3 10.3 +7.1 +7.1 40.1 8.1 6.5 8. 11.1 11.4 ' +1.4 9.8 13. 13.1 9 } +6.5 +7.5 +8.3 +8.4 +7.9 +8.4 +9.7 +9.0 +8.6 +9.1 +9.8 , +11.1 +10.8 +9.6 +9.4 +9.7 +10.9 +10.9 +9.7 +9.4 +9.6 +10.8 +10.7 +9.3 +8.6 +7.7 +7.3 +7.7 +7.6 +6.9 +7.1 +7.7 +7.5 +8.2 +9.7 +8.7 +8.2 +8.8 +9.3 +10. +10.2 +8 i + + + + + + + + + + + + + + 16. + + + + + + + + + + 15. + + + + + + + + + 6.1 6.0 6.4 5.5 5.2 5.9 +7.4 6.2 5.5 5.8 6.5 +7.4 {/.4 6.6 6.2 6.6 +7.3 +7.3 6.5 1 6.4 +1.2 +7.1 6.2 5.4 4.9 4.9 5.9 5.8 4.7 4.6 4.7 0 5.6 6.9 5.9 5.4 5.6 6.2 6.8 6.8 6 5.3 5.8 6.1 .4 3.8 .7 3.8 3.8' 4�0 .2 4.4 3.9 3 9 .4 4.4 4.4` 3%9 3.9 4.4 44.3, 4�3 3.8 3.8 4.1` 318 3.5 3.2 3.4'" 3'4 3.1 3.2 3.3 3 5 3.4 3.4 3.6 3 9 4.1 316 .6 1 i + +I + + + + + + + +� + + + + + + + + + + + [ +� + + + ( + +'. + + + +� +5.1- +6.1 +6.1 +.9, �2.9 +2.6 +25 ,�+zdL 30 0 2 �2.� 2;7 2.9 3..1._.. 2. 26 2.6 �, 2. 35,1 2�9 6. 2.5 2.7 27 .7,_ 2.5 2. 23 .-14 2.4 2. 26 '2.4 2.3 2.5° 2 8 2.6 25 5 y 1 IJI A 5.2 6.6 6.3 0 2.8 5 2.4 2 ' 2 6 2.6 2.5 2.4 25 2.5 2.4 2.3', 2= 3 2.5 2.6' 26 .2.4 2.2 -; 2. 2a3 2.5 2.4 2. 2.1 .1 (2.2 2.1.3 2.3 2.3 2.3 2 3 2.i 2=.3 1.3 2 f 6.1 6.6 6.5 4 M<WY 3.1 2.9 2.8 2.9 29 2.7 2.6 2.6 2:6 2.5 2.3 2.3 2:3 2.4 2.5 2.7° 2:7 2.5 2.4 5 2.6 6 2.4 2.3 2.3 2.4 2.5 2.6 2.6 2.5 2. 2.4 2.4 2.5 2.6 2 + + + + + + + + + + + + + + + + '2. + + + + + + + + + + + + + + + + + + + + + + + + + 6.2 6.4 4.4 3.5 3.3 3.4 3.3 3.2 2.9 2.9 2.9 2.8 2.7 2.6 2.4 5 2.5 2.8 3.0 3.0 2.8 2.5 2.5 2.5 2.8 3.0 2.9 2.8 2.5 2.5 2.5 2.8 3.0 3.0 2.8 2.5 2.5 2.5 2.8 3.0 3 + +6.1 +6.5 +4.5 +4.3 +3.7 +4.0 +3.7 +3.9 +3.1 +3.2 +3.1 +2.8 +2.9 +2.8 +2.5 +3.1 +2.6 +3.0 +31.2 +3.2 +3.1 +2.8 +3.5 +2.8 +3.1 +3.2 +3.1 +3.1 +2.8 +3.4 +2.8 +3.1 +3.2 +3.2 +3.1 +2.8 +3.4 +2.8 +3.1 +3.2 +3 rC>", 6.5 +7.0 5 2 1 4.3 4.11 317 3.6 3.3 2.0 `2 8 2.6 2.9 3. 2=8 .1 3.' 61�3w0 2 9 .1 3.3 3,1 3. 3.2 L 9 2.9 3. 3=3 3.0 3.3 3. 2.9 3.1 3 .0 3.3 31 1.9 2 tj I E 4444��4 6.8 {7.5 6.0 4.6 5.1 4.5 5 6 4.0 3. , 30 2.6 : 32 3.3 45 3.5 5 3.0 30 .6 _ 3.5 4.8 3. 3.1 3.0 3.6 .,,,w„ 3 5 4.8 3.5f - . 3.1 3.1 3.6 3: 8 3.6 3'.6 0 3 ...._...,..T ,.,..m . Z6.3 6.8 +7.1 5 9 3.5 9 4.6 4. 32 4.3 3.3 "'`"2.7 29 .51'2.9 3. 21 3.9 �3.2 2'.. 2=9 3.2 3.9 2.2n 3,9 3.2 2 9 2.9 31.9 2.2 3.9< 3: 3.0 3.0 3.2 3 2 3, 32 2.9 2 + + +� + [+ + +�+ + + f + + + I+ + +� + + + + + + + + + +� + + + + + +� +� 5.7• 6.3 6.5 4.8 "`' 3.8 4.3 4.4 4.1' 3:5 �3.6 3.3 3.0 2'8 2.7 2.8 € 2.9 2€6 '3.1 3.2 31.0 3.0 3.1 3.1 2.9 3.1 3.2 3.0 3.0 3.1 3.1 2.8 3.1 3i2 3.1 3.1 3.2 3.2 ' 2.9 3.2 3A 3.0 + + +` + 4.5 5.0 5.2 3.6 3.4 3.5 3.8 3.4 3.2 2.8 3.0 3.0 2.8 2.8 2.6 2.1 2.4 2.3 2.9 3.1 3.0 2.8 2.3 2.4 2.4 2.9 3.1 3.0 2.8 2.2 2.3 2.3 2.9 3.2 3.1 2.9 2.4 2.5 2.4 2.8 3.0 3 + + + + + '3. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3.9 3.4 3.2 3.2 3.2 1 3.0 2.8 2.7 2.7 2J 2.5 2.2 2.1 2.3 2.4 2.6 2'..7 2.6 2.4 2.3 2.3 2.4 2.6 2.7 2.6 2.4 2.2 2.2 2.3 2.5 2.8 2.8 2.6 2.5 2.5 2.4 2.5 2.6 2 s + + + + + + + @+ !+ + + I + + + € + ++ + + + I + + + + + + + + I + + + + + + + + + + r� 2.9 2.7 2.6 2.8 26.5 2.4 2.4 2.4 2.6 2.4x 2.1[! 2. 1=9 1.9 1 +2.4 2!.3 2.2 2.1 2.0 1. 21 .3 .3 �+2.1 2.0 1.9 1.9 2.0 2.2 26 4 .22.2 2.3 2.1 2.1 2.. 2 + , +- + + + + '3 + + I + + + + + + + + + + + + + +. + + + + + + + } 3.3 2.7 2.5 2.4 235.1 Q.6 3.7 2 6 2. 2.4 .0 3. 35 2.9 2 2 0 ! 2!.3 3.1 3.6 3 5 2 2 2 0 2.2 2.9 3.1 2.6 2.8 23 2 3 9 7 3.3 3.6 2.8 2 2.5 3. 3 l ,,....n ._ :. f ....__,_ ._._,_ ___.... _.. _ M.....,.., _a_,_. _, .__.. ,. _,.. _I __ I B + + + + + + + + + + + + + + + + + + +, + + + + + + ICI + + + 3.4 4.6 4.4 1 48 5 5 15.6 5.0 13.6 4.6 5.0 4. 4{2 0 4.5 3.4 4'.5 4.9 4.3 4. 4 5 4.6 3.7 3.0 3.7 4.7 14.3 1.4 {1.8 6 4 4.8 5.0 4. 4 ,f• , A gg I I I'` I I 9' I Q �,,. W....... V ^' 3.9 5.5 6.5 t/ 0 6.7 8 6.9 t7.2 4.7 .6.8 6.1 5.2 5<2 6 1 6 7 4 6 6.7 6.1 5.1 q 5 6. 6 7 5 1.4 .5 5 7 4.4 3.5 4.5 5.8 {/. 5$9 9.410.09.4 ," 4N8"La+7.2 6.2$ 5.2 5 + + + + + + + + + + + + + +15.+ + + + + + + + + +2.8 + + + + + + + + + + + + + + + + + 1.5 2 1 2 8 4.1 4 4.2 3.0 2.5 2.1 2.2 2.7 4.0 6.8 6.0 5.1 6.7 8.3 6.8 8.1 6.8 5.4 6.4 +1.3 5.5 5.4 +7.3 6.3 5.2 6�.3 + + 7.3 5.4 5.4 +7.2 6.3 1 6.1 6.8 4.6 4.1 4.7 7.4 6.9 6.4 8.9 12.7 9.0 6.4 t/.1 +1.9 5.5 5 _.+ .,. '+�.._'4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 2 1 3 3 4.1 4.3 4.2 3.5 2.4 2.0 2.0 2.7 4.0 4.2 4.7 5.2 5.2 5.8 +7.0 5.6 5.0 5.1 4.7 4.6 5.6 5.5 4.6 4.6 5.0 4:.6 4.6 5.5 5.5 4.5 4.6 4.9 4.5 4.2 4.6 4.2 4.8 4.8 5.4 6.8 t/.8 +7.6 +7.8 6.8 5.6 5.1 5.8 5 + + + + + + + + + + _ + + d , + l +9 + + + +I +' + + ,,,•4„ _„�.9 4.4 3.6 2.5 1.9 1.8 2.2 2.6 € 2.5 2.9n 34 3.7 .2 3.6 3.3 3.1 3.0 3. +3 +36 + 1.9 .9 +2.9+2:.9 2.9 3.y 2. 2 9 8 2.8 2.6 3.0 3.2 3.3 3.0• 3. 4=2 7 .3 �4.8 4.2 3.7 3.4 3.9� 3 I t € !! + + + + + ++ + +I + + + + + + + + +� + + + + + + + + +� + + + + ++ +0.9 1.2 1.7 2.2 2.4 2.2 1.8 1.5 1.31.4 11.4 1.3 1 1.4 I 1.7 2€0 2,Q".;, 1.9 2.0 � 2.0 1.9 1.9 L$s �7,$ 18 �.7 I.8 1.8 � 1..8 1.7 F,1.8 1. 1.7 1,7 1.7 1.7 1.5 � 1.7 ,;.,,,,1.9 I 1.8 1.8; 2.2 2z5 2.4 2.2 12.4 2.5 2.4 i 2.1 2.0, 2 iv _e ll a t PHASE 3 -SITE PLAN - PHOTOMETRICS -PART A, GRAPHIC SCALE =I 30' 15' 0' 30, 60, 90' 1" = 30'-0" � NLTH opk APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 DELTA AIRPORT 4; ' �✓ DRAWN BY: SHEET PHASE 3 SITE PLAN KEITH J. NEUBERT CONSULTANTS INC� Lic. No. 048062DESIGNED BY:7 PHOTOMETRICS - PART A E102m3 o� 06/ 25/ 19 � cMD2700 Polo Parkway + Midlothian, Virginia 23113 ( NO. REVISIONS BY APP. DATE phone: (804) 275-8301 # w w w . delta i r p o r t . co m �SIONAL CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: l� ,3�,) o� III- 30 APRIL 2019 +8.7 +8.2 +8.8 +9.3 '10. +5.9 +5.4 +5.6 +6.2 +6.8 2.5' 2.4 -L.4 2.4 Z5 +2.8 +2.5 +2.5 +2.5 +2.8 +3.1 +2.8 . +3.4 `2.8 +3.1 J.G 3.L.'.^„'.. Z.PI 3 L 3.-1 +2.9 +2.4 +2.5 +2.4 +2.8 +2.6 +2.5 +2.5 +2.4 +2.5 '12.7 +9.0 6.4 7.1 t7.9 t .6 t7.8 A6.8 +5.6 +5.1 _-yr.,,.».v.....nw...++w..+m..w............ ... . ' xXv x-�44 PHASE 3 SFE PLAN PHOTOMETHICS PART B SCALE: 1 " = 30'-0" NO. I REVISIONS BY I APP. I DATE r� aECTMCAL {" f d .s; I`✓i^ir?tlr Aft. �".Id � rnir`-n'.rf it t �.�.: DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. delta i r p o r t. c o m NOTES THS SHEET �1 REFER TO SHEET E004 FOR LIGHTING FIXTURE SCHEDULE AND PHOTOMETRIC STATISTICS TABLE FOR LONG TERM PARKING LOT. TYPICAL LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED OS FOOTCANDLES. a o� �NLTH oft- KEITH J. NEUBERT 9 Lie. No. 048062 �0 06/ 25/ 19v ` C�; U) ICI ` I - �11' a,\, 30' 15' 0' 30' 60' 90' 1" = 30'-0" APRON/PARKING EXPANSION WPO NO. WP0201900013 PHASE: 3 - SITE PLAN - DRAWN BY: CMD PHOTOMETRICS - PART B DESIGNED BY: CMD CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 - 30 APRIL 2019 JOB NO. 17018/17019 NOTES THIS SHEET �t REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E004. REFER TO STATISTICS TABLE ON THIS SHEET FOR FOOTCANDLE VALUES FOR EACH LIGHTING ZONE. ❑2 CENTERLINE OF PROPOSED AIR CARRIER APRON PARKING SPACES FOR (4) AIRCRAFT. [] PROPOSED NEW RETAINING WALL, REFER TO CIVIL DRAWINGS FOR DIMENSION AND EXACT LOCATION. Fj]PROPOSED LOCATIONS OF NEW APRON LIGHT POLES, WITH THREE LUMINAIRES PER POLE. F-fl PROPOSED NEW APRON LUMINAIRES MOUNTED ON NEW POLES WITH NEW TRIPLE MOUNTING BRACKET. AIM LUMINAIRES TOWARDS AIR CARRIER TO MINIMIZE SHADOWS, MAXIMIZE ILLUMINATION AT CRITICAL LOCATIONS. INSTALLATION TO COMPLY WITH IES RP-37-15 RECOMMENDATIONS. �l +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 1 +0.1 +0.1 +0.1 1+0.1 +0.1 +0.1 ).1 +0.2 '0.2 ).3 +0.3 '0.4 ).7 +0.8 '0.9 +4.3 +5.8 {7.0 +7. PROPOSED APRON AREA TO BE ADDED +0.0 +0.0 0.0 +0.0 +0.0 0.1 +0.1 +0.1 0.1 +0.1 +0.1 0.2 +0.1 '0.1 3 +0.3 '0.3 0.7 +0.6 '0.5 1.5 +1.2 '0.9 2.7 +2.0 +1.5 3.9 +2.9 }2.1 2 +3.8 +2.8 3 +5.2 +3.8 12.4 +8.0 +5.6 PHASE 2 -APRON - PHOTOMETRICS GRAPHIC SCALE limit ME WWAI ELECTIUM ENGINEERS WWW.PAGI 'ENGWaEf?1Nd.GQM NO. I REVISIONS I BY I APP. I DATE DELTA AIRPORT CONSULTANTS. INC, 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. d e l t a i r p o r t. c o m ����LTH OF yj1P KEITH J. NEUBERT Lie. No. 046062 06/25/19' SSIONAL' 30' 1 " = V-0" 0 APRON/PARKING EXPANSION PHASE 2 - APRON - PHOTOMETRICS 15' 0' 30' WPO NO. WP0201900013 DRAWN BY: CMD DESIGNED BY: CMD CHARLOTTESYILLE ALBEMARLE AIRPORT I SCALE: DATE: 1 = 30 APRIL 2019 JOB NO. 17018/17019 SHEET El 05m3 Ue� w i9 d- A. 0 F 6 gg�S�bSI £iG1 ryA�}Ytyth4 g$��114 U;anmyb 99KtEEG��S#f4yd'.f�f13#q�(Np�;4A 34e wf+ ffl.. IF,0,6i Wffii 1711�.m ti�5J2mm °'NA6�R�(n i55mm UpwoptAtm �t LUMINAIRE DESCRIPTION: 1. CONSTRUCTION: STYLISH VERTICALLY FINNED DIE-CAST SOLID TOP HOUSING FOR MAXIMUM HEAT DISSIPATION.; STOPS COLLECTION OF UNSIGHTLY DEBRIS FROM GATHERING ON TOP OF THE HOUSING. RUGGED LOWER DIE-CAST ALUMINUM HEAT SINK ACCELERATES THERMAL MANAGEMENT AND OPTIMIZES PCB AND OPTICAL PERFORMANCE. SEPARATE OPTICAL AND ELECTRICAL COMPARTMENTS FOR OPTIMUM COMPONENT OPERATION. ONE-PIECE DIE -CUT SILICONE GASKET ENSURES WEATHERPROOF SEAL AROUND EACH INDIVIDUAL LED FOR IP65 RATING. STAMPED BEZEL PROVIDES MECHANICAL .COMPRESSION TO SEAL THE OPTICAL ASSEMBLY. WEIGHT: 45.0 POUNDS, EPA: 1.3 W. SUITABLE FOR APPLICATIONS REQUIRING 3G TESTING PRESCRIBED BY ANSI C136.31. 2. COLOR FINISH: BLACK. 3. LED OPTICS: LEDs (QUANTITY AS SPECIFIED), HIGH BRIGHTNESS, WITH INDIVIDUAL ACRYLIC LENSES SPECIALLY DESIGNED FOR IES TYPE II, III, IV AND V DISTRIBUTIONS. COLOR TEMPERATURE: 4000K. 4, ELECTRICAL: UNIVERSAL INPUT VOLTAGE 120-277 VAC, 60HZ. AMBIENT OPERATING TEMPERATURE -40°C TO 40`C. AUTOMATIC THERMAL SELF-PROTECTION. DRIVERS HAVE GREATER THAN 90% POWER FACTOR AND LESS THAN 10% THD. LED DRIVERS HAVE OUTPUT POWER OVERVOLTAGE AND SHORT CIRCUIT PROTECTION WITH AUTO RECOVERY. DRIVERS RATED AT 1050 Ma FOR INCREASED LUMEN OUTPUT. LED ELECTRICAL ASSEMBLY, INCLUDING PR DEVIICES, CONSUMES NO POWER IN THE "OFF" STATE. SURGE PROTECTION - 20KA; TURNS FIXTURE OFF AT END OF LIFE; INCLUDES LED FOR END OF LIFE INDICATION. 5. CONTROLS: DRIVERS ARE 0-10V DIMMING STANDARD. PHOTOCELL, OCCUPANCY SENSOR AND WIRELESS CONTROLS AVAILABLE FOR COMPLETE ON/OFF AND DIMMING CONTROL 6. LUMEN MAINTENANCE: L90 AT 60,000 HOURS. 7. INSTALLATION: DIE-CAST ALUMINUM ARM DESIGN: THE DECORATIVE ARM OFFERS A SLEEK UPSWEPT LOOK. FIXTURE SHIPS WITH ARM INSTALLED FOR EASE OF INSTALLATION AND MOUNTS TO #2 DRILL PATTERN. LUMINAIRES SHALL BE MOUNTED IN HORIZONTAL POSITION WITH NO TILT FOR NO UPLIGHTING, FULL CUTOFF. 8. FINISH: TGIC THERMOSET POLYESTER POWDER PAINT FINISH APPLIED AT NOMINAL 2.5 MIL THICKNESS. 9. WARRANTY: 5-YEAR LIMITED WARRANTY. 10. LISTINGS: LISTED TO UL1598 FOR WET LOCATIONS. IP65 RATING. 11. MODELS MEET DESIGNUGHTS CONSORTIUM (DLC) QUALIFICATIONS. DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-90L-U-4K-4-105-BL-BC TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 15,127 LED 325.0 12U/277 17'-6" POLE - MOUNTED TO 4000K 2'--6" (AFG) CONCRETE BASE DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-90L-U-AD-4K-5W-BIL TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 21 899 LED 205.0 120/277 17 -6 POLE - MOUNTED TO 4000K 2'4" (AFG) CONCRETE BASE DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-90L-U-4K-4-BL TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 22,286 LED 205.0 120/277 17'-6" POLE - MOUNTED TO 4000K 2'-6" (AFG) CONCRETE BASE DETAIL BASED ON HUBBELL LIGHTING - MODEL #CL1-AD-60L-U-4K-3-BL TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 14,977 LED 135.0 120/277 17'-6" POLE - MOUNTED TO 4000K 2'-6" (AFG) CONCRETE BASE LED POLE MOUNTED HXTURE NO REVISIONS BY I APP. I DATE y r c rp '.G'r r t t,krT# ?.t'r'ai' r.vv t'✓bb`v .#''Ar" � F. f..-",,'jP16�' iv'}fitu r U./t LUMINAIRE DESCRIPTION: 1. HOUSING: MAIN BODY CASTINGS MADE OF A LOW COPPER DIE CAST ALUMINUM ALLOY (A360) FOR A HIGH RESISTANCE TO CORROSION. 0.100: (2.5MM) MINIMUM THICKNESS. MAIN BODY EXTRUSIONS MADE OF CORROSION RESISTANT LOW COPPER ALUMINUM ALLOY (ANODIZED 6063-T5). 2. COLOR FINISH: WHITE MATCH EXISTING POLE COLOR., 3. SLIPFITTER: ADJUSTABLE KNUCKLE MOUNT MADE OF A LOW COPPER ALLOY (A360) FOR A HIGH RESISTANCE TO CORROSION. ALSO SERVES FOR A MAST ARM MOUNTING ON A HORIZONTAL TENON. FITS OVER 4" OD TENON WITH 6"DEPTH FOR TRIPLE MOUNT ON BULL HORN. 4. DRIVER/ELECTRICAL DOOR: REMOVABLE DIE CAST ALUMINUM DOOR MADE OF A LOW COPPER ALLOY (A360) FOR A HIGH RESISTANCE TO CORROSION. PROVIDES ACCESS TO ELECTRONIC COMPONENTS/LED DRIVERS. DESIGNED FOR ROBUST IP66 RATED SEAL USING ONE PIECE SILICONE RUBBER GASKET SURROUNDING THE ENTIRE PERFIMETER� OF THE ELECTRONICS COMPARTMENT. DOOR SECURED WITH TWO CAPTIVE SCREWS OUTSIDE OF GASKET PERIMETER. INCLUDES A LANYARD TO PREVENT ACCIDENTAL DROPPING IF ACCESS IS REQUIRED. DRIVER/ELECTRICAL COMPARTMENT IS IP66 SEALED/RATED IN ALL AIMING POSITIONS. .., 5. LIGHT ENGINE: COMPOSED OF 4 MAIN COMPONENTS: HEAT SINK/LED MODULE/OPTICAL' SYSTEM/DRIVER ELECTRICAL COMPONENTS ARE ROHS COMPLIANT. IP66 SEALED LIGHT ENGINES. LEDs TESTED BY ISO 17025-2005 ACCREDITED LAB IN ACCORDANCE WITH IESNA LM-80 GUIDELINES EXTRAPOLATIONS IN ACCORDANCE WITH IESNA TM-21. METAL CORE BOARD ENSURES GREATER HEAT TRANSFER AND LONGER LIFESPAN. 6. LED MODULE: COMPOSED OF 184 HIGH PERFORMANCE WHITE LEDs. COLOR TEMPERATURE AS PER ANSI/NEMA BIN NEUTRAL WHITE. 4000 KELVIN NOMINAL (3985 +/- 275K OR 3710K TO 4260K) CRI 70 MIN. 7. OPTICAL SYSTEM: A SPECIALTY DISTRIBUTION DESIGNED FOR AIRPORT APRON (AIRP) AP'PLJCATJONS FEATURING A WIDE 870 HORIZONTAL AND NARROW 16° VERTICAL BEAM. COMPOSED OF HIGH PERFORMANCE UV STABILIZED OPTICAL GRADE POLYMER REFRACTOR LENSES TO ACHIEWE DESIRED DISTRIBUTION OPTIMIZED TO GET MAXIMUM SPACING, TARGET LUMENS AND A SUPERIOR LIGHTING UNIFORMITY. SYSTEM IS RATED IP66, PERFORMANCE SHALL BE TESTED PER LM-63, LM1-79 AND TM-15 (IESNA) CERTIFYING IT'S PHOTOMETRIC PERFORMANCE, PROVIDE WITH OPTIONAL GLARE SHIELD FOR 4 LED MODULES (184 LEDs), GARDCO #GS-PFF-184. LIGHTING PHOTOMETRIC CALCULATIONS FOR APRON LIGHTING FIXTURE TILT IS 45` FROM HORIZONTAL. 8. DRIVER: HIGH POWER FACTOR OF 90% MIN. ELECTRONIC DRIVER, OPERATING RANGE 50/60HZ. AUTO ADJUSTING UNIVERSAL VOLTAGE INPUT FROM 120 TO` 277VAC TO 480 VAC RATED FOR BOTH APPLICATION LINE TO LINE OR LINE TO NEUTRAL CLASS I, THD OF 20% MAX. 0-10V DIMMING DRIVER _ INCLUDED, DIMMING LEADS PRE -WIRED TO CONTROLS EXCEPT WHEN 'DD' OPTIONS IS SELECTED. THE CURRENT SUPPLYING THE LEDs WILL BE REDUCED BY THE DRIVER IF THE DRIVER EXPERIENCES INTERNAL OVERHEATING AS A PROTECTION TO THE LEDs AND THE ELECTRICAL COMPONENTS. OUTPUT IS PROTECTED FROM SHORT CIRCUITS, VOLTAGE OVERLOAD AND CURRENT OVERLOAD. AUTOMATIC RECOVERY AFTER CORRECTION. STANDATRD BUILT-IN DRIVER SURGE PROTECTION OF 2.5kV (MIN). 9. CERTIFICATION RATINGS: cULus LISTED FOR USA. POWERFORM LED LUMINAIRES WITH NEUTRAL WHITE COLOR TEMPERATURES ARE DESIGN LIGHTS CONSORTIUM QUALIFIED. ENTIRE LUMIINAIRE IS RATED FOR OPERATION IN AMBIENT TEMPERATURE OF -40`C (-40-F) UP TO +40`C(1044 F). 10. WARRANTY: FIVE YEAR LIMITED WARRANTY. DETAIL BASED ON GARDCO LIGHTING - 'PFF' SERIES TYPE LUMENS LAMP TYPE INPUT VOLTAGE MOUNTING WATTS 65,000 LED 633.OW UNIVERSAL 35'-0" POLE - MOUNTED TO 4000K 2'-6" (AFG) CONCRETE BASE APRON LED POLE MOUNTED HXTURE DEL.'TA AIRPORT CONSULTANTS,INC. 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. d e l t a i r p o r t. co m off; �NLT H pF KEITH J. NEUBERT V Lie. No. 048062 '0 06125119 zNNAL APRONIPARKING EXPANSION ELECTRICAL DETAILS WPO NO. WP0201900013 DRAWN BY: CMD DESIGNED BY: CMD CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: DATE: INONE APRIL 2019 JOB NO. 17018/17019 SHEET 1m31 0 N d' O 3 a 0 0 T O CO 0 a rn 0 ram: 0 ti 0 I- rM N O N O O c� Z q❑ [C 0 P0 Ih CM N O N O O a 3 0 N O 00 Q O 3 v c 0 .N m` z> o�2 F- o UN D N O U 0 CO UN J O �a ❑ E 00 g� rno 3� ui o, Uo fn N ❑ (3) Zo Q� NIO N O*f J O o °' z °�' a �, Z� �LL 0 x NO. REVISIONS BY 1 APP. 1 DATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 Rockfish Gap Turnpike Greenwood, Virginia 22943 ANHOLDLA.COM 434-882-3420 DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway • Midlothian, Virginia 23113 phone: (804) 275-8301 • w w w .delta i r p o r t. c o m 4"- 06/25/2019 : awn r. MW Q„>Qa4'Y/t R CBMATrrf 000311 R°' �� SURFACE PARKING EXPANSION WPO NO. NON-AIP DRAWN BY: LANDSCAPE PLAN EA DESIGNED BY: EA/DA CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 30' 1 APRIL 2019 JOB NO. 17019 SHEET NO. L 1-4 z 0 U F— U) z 0 N J 0 a J 3 a w a U U) O z a N 0 12 J 0 z b z M 0 cn 0 0 r. cr) N 0 N O 3 w a z 06 0 z 0 Of c� cM 0 cl) 0 0 M N 0 N O O to 0 N O a0 0 N X Lu o� - - . o MISS WIT (NO UTILITIES SEE CIVIL PLANS FOR EXACT AREA. FALL 2 P� i / / I /"' / km� 1^1 AA. UGE - E UGE GE uG /` I _ ` PHASE-3 LANDSCAPE AREA, REPLACEMENT LANDSCAVING III I I 43-VP I � ' � 7 i I , FOR EXISTING LONG TERM & I / EXISTING TES ` _ 10 - PL ��. ECONOMY LOTS. SPRING 2020` i i i •. I TO REMAI ; , - W TYPICAL SITE WORK IN THIS AREA IS PART OF THE PHASE- 2 R FMI I I�I II I III II I 2-AR 20 PL ,--� II I � APRON EXPANSION PROJECT. WORK IS SCHEDULED I TO BEGIN IN FALL 2019. XIS NGGR O EC VE r—�-� III I��DRE - --1 N III I STALL 2 O UL H �, Gam, �� TT T� I I. / , cA b b► b �� III I Yap' j AFT R IN ' �tj � i I I 6-PL �\ , I I I' cn. IIII rn - �� LIM OF LCH. \ I I I I I I II I III �, ♦ C 8 - PL Cc<` TE: REMOVE ALL I / GROUND COVERS III I 'III F CANTING NEW. N' �� � H r H H� � N� Nate N� \ LL OF MULCH 3 (1 / i \ •� ,_� U / �� A NTING I/ 5/GN- 1 F UGE i � / � �74 I � � � I EXISTING WHITE ASH STREET f - TREES TO REMAIN. TYPICAL b-- - — -- - ---Mm MMJELM- - - _ --7 --UG BRICK ---------- — — X _. / ' _ t t - �/� _ - r' c' 5-PL SEE CIVIL DRAWINGSFO r I � C }�; _ �/ EXACT LOCATION. \� - uGL Wu TYP _ JW' �CISTING TREES L US -OF -SITE -DISTURBANCE. �. \ f , TO REMAIN. \ \ -SEI= CIVfLDRAWINGS FOR ; �\ i r - I,�' TYPICAL - -ACT LOCATION €jC i / ♦ // / / / i' ' i i - - _ -� \ ��\\\l 1 I �� \ / �� 5 - JV \ \ 17T NEWT E E FOR ISTIN 21 - PL �jF, % / � /i �� = = = -_ - - \ �� \\ \\� fi k l / \ I PLANTIN TO RE N. SE CI 4- UP TD I /' - - - - \\\ - FOR EXA LIMIT F D LITIO o AND GRA l I EXISTING WHITE ASH STREET T° — S/GNKO °i OUND -UGE \ ��_�</ TREES TO REMAIN. TYPICAj - - - \ \ \\ \ \ \ I P 54 - JVC //// / '// ROPO IGHTS UG G UGE— / TO V EXISTING TREES TO \ YP� .� 9 AA REMAIN. TYPICAL / A / tIM l �.�� t_-•.\/ 4 TS. OF TO SEE L NDS rrtr SEE LANDSCAPE `� /�/ �/ _ / ! / DIST CIVIL r NOTE #6 R T mIm f NOTE #6 FOR THESE I r 1 I v l/ / _ / l FOR EXA CATION. PARKING IS D. RA,,RKING ISLANDS. �<"'�� I j III i ci I I I I I l //i / / / / l l % l l / �/ ; / �> ! NEWT EEL E F �m1m - ' / �� / �� G� i� I f I III I j �, / / / / / j/ �� 5 - VP EXI TIN :LA TI % �I , / I� � / \I C � EXISTING $HRUB HEDGE 11 � / � / / LIMITS OF � , To MAI S IVIL 10 - PL \ 1 I � 1� l / / I I RE CT CA ON. sl B / REMAIN I / r / / MULCH. SE LAN SCAPE \ V �� I / \� TYPICAL. / IN T / UUE'/ NO #6 OR THESE 16 - `C. J / PARKING ISLANDS. VI 1 / / (TVP) I j i I I l / �I I f l l / / l / 3 EXISTING TREES 19 - VP \ EXISTING RED MAPLE TREES AT / / / / / / ; TO BE DE1IOLISHED. 17 - IV A / I AL. TO i I I 30 - PL I I / / / / / / / / SEE CIVIL PLANS 4, I k Val� PARKING LOT PERIMETER / i j - REMAIN. TYPICAL. I / P ASE-3 LANDSCAPE A EA 1 1 I I , - II � _l / / / l/, / I �� R PLACEMENT LANDS CAh1NG FOR I I I I I , I I IIII IIII I % / �-_,� ` / I I I I l i I I I I I ,.- I CONOMY PARKING / E ISTING LONGTERM ECONOMY % III I I III I IIII I I I 1 1 1 / PHASE-1 LANDSCAPE AREA : I LOT EXPANSION. / /i \ _ IIII I I I I I I I I I I I I I � > ' ` � SEE CIVIL PLA S -- III I I I I I I I I I I I l l I I I I I I I I 1 I I I 1 I I/ /I ECONOMY LOT EXPANSION \ 1 I 'i L T P I G 0 0. ,�) / SUMMER 2019. v y I I I I 11 111 11 111 111 1 1 11 1 1 1 1 1 1 �/ ( III v v`, \\\\ \ v �,� �- i 23-IV p TiI I I I I1 I I I I I1 I I I I I I I I I I I 1 I I I I I I I I \� \\\\ / .` 14-tv '/ j/i/////// - I i vI � i /'�- f��IIIIlIlI1111I111111111111II1I11I ( I II ,� y v � v � � �y vv v � // ///// I I v - ,/ `� �• ,� ► �� IIII III 1111If11II1 I I III � \ \\\\ � - --� EXISTING''LANTINGS TO BE I I I I f ( \ \ \ \ \ \ \ \ \ / DEM ISHED SEE CIVIC FOR EXACT 1 1 1 I I I I I (III ' I I III f / 11 I I I v v v v v v v v v \� _ GR°ow° �� I 6k. / /� uGrrr oGR. LI S OF DEMOLITION AND I 12-AA .• `, - --DING.IIIIfIf/ffl 1-Ls�k III l IIIIIl fl II I \ \ - - - -I�- -- - -/ -- - - - -600 LIMITS OF SITE DISTURBANCE. SEE CIVIL DRAWINGS FOR // /// / _ EXACT_LOCATION. -Aso------- - �� ----- --- 598— ---- -- ------ --- - — — — — — ----- - ------- - ---- S85 I LIMITS OF ` NTING BEDS — ----- --- �APEPHAStNQf4Q-TE: -- -- - --- _ - ------------_//�/% AND CH, TYPICAL. / - PHASE S-LANDSEAP�ATGiSTO- BEREMOVED ------- —___ — ----- ---�--�/ // / _------- Lj. t�\8-AA INTHE SPRING OF2020 AND REPLACED IN \ 585- THESPRINGOF202CL--- - , -- —-------- _ - ---- — a , — — — _ - — — — — — — — — UGE`' f 30' 20' 1 0' 30' i v 0 N O 0 v N ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE CID 8311 Rockfish Gap Turnpike Q Greenwood, Virginia 22943 r ANHOLDLA.COM 434-882-3420 66 X NO. REVISIONS BY APP. DATE DELTA AIRPORT CONSULTANTS. ►NC. 2700 Polo Parkway • Midlothian, Virginia 23113 phone: (804) 275-8301 • www.de I t a i r p o r t. co m SURFACE PARKING EXPANSION WPO NO. JOB NO. 1s NON-AIP 17019 DRAWN BY: SHEET NO. 06/25/2019 EA .� LANDSCAPE PLAN DESIGNED BY: EA/DA Ll 02.� � CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: C� �� 1 - 30 APRIL 2019 -7 0 4 0 a 3 a z 0 n. 0 w Y U a. 0 0 > Y U 0 m O W 0 m 0 0 co co N 0 N 0 Q ry 0 06 0 z 0 0 Cl) 0 co 0 0 h CIO N 0 N 0 12 Q 3 0 0 0 o_o ~ N W 9 z� 00 co N J O h a z) E 00 3ti REVISIONS BY I APP. I DATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 Rockfish Gap Turnpike Greenwood, Virginia 22943 ANHOLDLA.COM 434-882-3420 LANDSCAPE CALCULATIONS AND NOTES 1) PARKING AREA TREES: INTERIOR TREES REQUIRED = 88 PARKING SPACES / 10 = 9 INTERIOR TREES PROVIDED = 10 PERIMETER TREES REQUIRED = 705 LF / 40' = 18 PERIMETER TREES PROVIDED = 18 2) PARKING AREA LANDSCAPING: AREA REQUIRED = 25,183 SF PAVEMENT X 5% = 1,260 SF AREA PROVIDED = 1,280 SF 3) TREE CANOPY: SITE CANOPY REQUIRED = 25,183 SF PAVEMENT X 10% = 2,518 SF SITE CANOPY PROVIDED = 5,575 SF (NEW PARKING AREA TREES ONLY) 4) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLAN. 5) IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS. 6) PARKING ISLAND PLANTING NOTE: FOR ALL EXISTING AND NEW ISLANDS NOTED ON THE LANDSCAPE PLANS, EXCAVATE 2-FT. DEPTH OF COMPACTED OR UNSATISFACTORY SOIL AND REPLACE WITH 2 FT. MINIMUM DEPTH (MEASURED AT 100% SOIL SETTLEMENT) OF APPROVED TOPSOIL. WORK SHALL NOT NEGATIVELY AFFECT, IN ANY WAY, EXISTING AND PROPOSED CURBS AND SITE LIGHTS. CIVIL AND LIGHTING ENGINEERS SHALL INSPECT AND APPROVE ALL WORK. TOPSOIL ELEVATIONS SHALL NOT BE LOWER THAN TOP OF CURB AND ALL ISLANDS SHALL HAVE POSITIVE SURFACE DRAINAGE. 7) TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH QUALITY, TOPSOIL AS APPROVED BY THE ARCHITECT AND ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. TREE PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER. 8) CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO PREPARE THE PLANTING AREA. 9) ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. 10. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND OWNER WRITEN APPROVAL PRIOR TO INSTALLATION. 11) SEE CIVIL PLANS FOR LIMITS OF GRASS SEEDING & LAWN CONSTRUCTION. 12) THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITIES" AND HAVE ALL PUBLIC AND PRIVATE UTILITIES MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. 13) THE TOPSOIL REFERENCED IN THESE LANDSCAPE NOTES SHALL MEET THE TOPSOIL REQUIREMENTS OF DELTA AIRPORT CONSULTANTS, SPECIFICATION SECTION 02490 - TREES, SHRUBS, AND GROUNDCOVERS. U1 - LANDSCAPE CALCULATIONS AND NOTES SCALE: NTS SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH IMMEDIATELY AFTER PLANTING AND WATER —\ THOROUGHLY. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE 3" WATERING PLANTING PIT. SEE (/ BERM SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, FINISHED GRADE AND PLANTING SOIL AMENDMENTS. 1. 'B' E DItI:; aLf{ltt:; . co REMOVE BURLAP FROM TOP 113 OF ROOTBALL NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 04 - SHRUB PLANTING DETAIL SCALE: NTS SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT j AND SPACING. ,/ll TREE TIES, SEE SPECS. THREE 2" SQ. OAK STAKES SET 120 DEGREES APART FINISHED GRADE APPLY HARDWOOD MULCH AFTER PLANTING AND WAT THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT RQMTS, PLANTING SOIL, & PLANTING SOIL AMENDMENTS. — REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL ' „ US - I KEE PLANTING DETAIL SCALE: NTS WIDTH AS NOTED 5 TIMES ROOT BALL DIAMETER `� ,,.. ... .:. .,e.. ..£'�. .. ,.., ,..�. .. ,.. .. , ,,..y� .. . -.. v:. ..3. PHA.. E , , ._ ,-., N N •t _. pro_ i`�u .,, S xr�1 �ECO 'x.....,.c. Y2csRi'v' .. .+. x .. } a S tq.. ...�. ..... ,,. r. ,. w :.. Y »». .., � _ . • ... v:r ., ....,+.. ,- +t. 5&' Y, ,� t .+*...... ,.. :, � X•i'r"= .us. 5- �' � «. ..+t'..v„Ff. Nd SF ..w4.. h .3 x°sfi s,.."kE... ^k`h�x�,v =1iO iF� a'� SCIENTIFIC NAME COMMON NAME NO. � SIZE CONT. NOTES TREES I ( I ( ` AR ACER RUBRUM "RED SUNSET' JVC JUNIPERUS VIRGINIANA "CANAERTII" RED SUNSET MAPLE CANAERTII VIRGINIA CEDAR � 14 59 2.5"-3" CAL. 6' HGT. B&B B&B AS SHOWN AS SHOWN LS LIQUIDAMBAR STYLACIFLUA"'ROTUNDILOB/A" FRUITLESS SWEETGUM 12 2.5"-3" CAL. B&B AS SHOWN SHRUBS & GROUNDCOVERS- AA � AROMA ARBUTIFOLIA "BRILLANTISSIMA" BRILLIANT CHOKEBERRY 45 2.5'-3' HGT I #7 CONT � AS SHOWN N ITEA VIRGINIANA "HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 65 2' HGT #3 CONT AS SHOWN PL PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHIP LAUREL 46 _ 2.5'-3' HGT #7 CONT AS SHOWN VIBURNUM PRAGENSE PRAGUE VIBURNUM 24 5` HGT B&B AS SHOWN jVP i :, � _ ; ,. :;i. Y '�Ey ,.. �u#.' .-:.. F x ar•a, 3.. _ k5✓hke..3„-� . Y Xm..1v°¢W. kFkw..Y wW;-^h.. t �.. r.- ..e .. ,y, x a _ ea-x ,..:..., x.; , .. rt ,w:S.,, ., t.�... ., �-�:.,,:,:.::: �.:..a. �.,.-.-,. P.N.r � ,-.. m.•,>..t�«a"J:�'3.,.RH+xxr-a .a .' __. _.. .. . -.. .3 , -ha.. ,,, Y.:� §b. a..' t. _-:. t. � ,: -s,Gre { 's...+v 'uw n.�*:a.;.;: ,.x nw:r �:s.,ra: 4� ns.,. v_+�.'�z. �u vwx.az:+m x;-w.,., 3:+✓,n N.f�x, «:;x .o-z.,:,. aG+i': ,.., •..:..:z1.r....4+.-rs.aws=. vzn.G t�t�.>..:->«.,ianz� .,camm:,..ku.....f„ >.a::.,-. ..,c+-, . ... ... �' .fix; ',w.1. , :.: .., 'k..,. -... ki« +c*., ..v„A ..H_ k #+ $.n1r.K;Y..s Ki+'4'wt�fts .a•zs:wv.,va xw�+.k s+.,, •.. - . Y ... -..«'. L? : ., - . fi. .: . ,. _, :._ � � :r�` a s �a w.fi� ,•: `3 ,�...5 "..€". � &�a=� 'L� '�;:::_ � t rssg '^�>9"':. y tv.,e PHASE;.3 �R PLACE �� � IN 'IF r w .:a MENT C NOMY��LOTS F .,<...3 ., � �.. n . � , ., . , ,R , �. •rt_ � F_ ,sar >rx.. .: < ^in +r s-s <:.£.. ... ,:.� -.,, ° c , � -cs .r.r � K > �, - • �fi ,ji'i�u�:4r.��'#raLa � `r-, a '`E �.+" �s�^ - , .ft TREES'�"3i-.�riwy�sv:� AR ACER RUBRUM "RED SUNSET' RED SUNSET MAPLE 2 2.5"-3 CAL. B&B AS SHOWN UP � ULMUS PARVIFOLIA "ALLEE" �� �� ALLEE LACEBARK ELM 7 2.5 -3 CAL. � B&B MATCHED SHRUBS & GROUNDCOVERS- PL VP PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHIP LAUREL VIBURNUM PRAGENSE PRAGUE VIBURNUM 142 �43 2.5'-3' HGT � #7 CONT AS SHOWN 5' HGT B&B AS SHOWN _ ..>. .. N __ �P I T AV ...,. .Y ,.. _ _ : TREES UP ULMUS PARVIFOLIA "ALLEE" ( ALLEE LACEBARK ELM 10 � 2.5"-3" CAL. � B&B � MATCHED I SHRUBS & GROUNDCOVERS �"��-�--`' IV ITEA VIRGINIANA "HENRY'S GARNET" HENRY'S GARNET SWEETSPIRE 34 2' HGT #3 CONT AS SHOWN FG FOTHERGILLA GARDENII "MT. AIRY" MT. AIRY FOTHERGILLA 11 2.5'-3' HGT #7 CONT AS SHOWN n� r71 AAITIAI/� C1l�1 Irr�� r—n vy - r r_r►ry i ilyV �7lrflCUULCJ SCALE: NTS LANDSCAPE PHASING NOTE: PHASE 3 LANDSCAPING IS TO BE REMOVED IN THE SPRING OF 2020 AND REPLACED IN THE SPRING OF 2020. D TA AIRPORT VS ULTANTS, INC. 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. d e l t a i r p o r t, c o m W_ 06/25/2019,' CERTIFICATE M. _A Mai ~ County afAlbemarle Conservation Plan. C'lreclrlist- To be placed on I an Plans (Handbook, pp III 2&4-111-2" for complete specifications) 1_ The fallaiging items shall be shower ea the Ian: Trees to be sassed; IM Limits of clearinZ (outside aripRue of trees to be savedy 14 Locationsad type of prow-tim f ❑ Grade changes requiring tree yells or waM,- ❑ Proposed trenching or tnrneling beyond the Limits of daariegr 2_ M2rkiam- Ali trees to be saved shalt be marked with primt ar rye at a hell ht clearly visible to ecruipinent operators. No grading shall burl until the tree marking has been inspected aad approved by a County Ins-peccor. 3. Prr-Condructiae Conference - Tree preservation aad protection measures shall be reviewed with the contractor au she. d_ E ui ment O eretion and Stara e: 0 Heavy equipme i. vehicular ttaz"flc and storage of corsswx1ion materials inciud� soil shall not be permitted within the dripHus of ire to be saved_ 5_ Soil Erosion and Stortnvrater Detention Devices: 0 Such d shall ®rrt adver;psy at"cect tree to be sated. fi_ HuL 9 Firms We lot penai led within 100 fr�ec of the dripLne of trees to be, med_ 7_ Toxic Materials: Toxic materials shall not be scared B thin 100 feet of the driplim of trees to be saved_ ll_ Protective iencin-: Trees to be retailaed within 40 Let of a proposed building or grading activity shall be protected by fe cin& BI Fencing :� be in place and shall be inspected and approved by a Couniy Inspector prior to grading or construction. 9_ Tree Wills-. ❑ When the pound lesvt thrust be raised within the driprme of a tree to be saved. a wee will .shalt be provided and a construction detail, submitted for approval- 10. Tree Walls: ❑ When the pound level evert be lowered ?writhm the dripline a tree to be saved. a tree wall shall be provided; amd a construction detLi submitted for approval- 11. Trenchine and Tan®elime- ❑ When trenching is required within the limits of clearig- it shall be done as far away from the: trucks of trees as possible. Tunneling under a large tree shall be considered as an altemative when it isanticipated that r—ecessa<yr trenci:ing will destroy feeder roar. 12- Protective f?farcing stsall be the Iasi items removed during the final cieawap_ 13. Df2maa 'ed Trees: I? L�J ana-ad crees iha?t be treated immediately ay pr,winv, fuW&ation or other mELbnds.recom meats by a tree specialist NOTE: I'T IS THE DEVELOPER'S RE-SPONSI1 UM- TO CON172, WITH THE CONTRACTOR ON TRXLZ CO - ERVATIOX REQUIREMENTS (Applicant) June 25, 2019 OWNER SI&NATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) +M 1ofI 01 - CONSERVATION PLAN CHECKLIST SCALE: NTS j EXISTING TREE TO REMAIN i i x LIQUIDAMBAR STYRACIFLUA SWEETGUM x ULMAS PARVIFOLIA "ALLEE" LACEBARK ELM 02 - LANDSCAPE SYMBOLS KEY SCALE: NTS SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. ACER RUBRUM RED MAPLE JUNIPERUS VIRGINIANA X CANAERTII RED CEDAR EVERGREEN SHRUB x AS NOTED O DECIDUOUS SHRUB AS NOTED LIMITS OF PLANTING BED AND MULCH LAYOUT VARIES, SEE PLAN SLOPE PLANTING SHOVEL CUT "V" EDGE. OR AS BED FOR POSITIVE SPECIFIED ON THE PLANS. DRAINAGE \ PVMT .................. ................ FINISH GRADE GROUND COVER AND/OR \ PERENNIAL PLANTING BED. SEE MULCH AFTER PLANTING SPECIFICATIONS FOR BED AND WATER THOROUGHLY PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. 03 - GROUNDCOVER PLANTING DETAIL SCALE: NTS SURFACE PARKING EXPANSION WPO NO. NON-AIP DRAWN BY: LANDSCAPE PLAN EA DESIGNED BY: EA/DA CHARLOTTESVILLE ALBEMARLE AIRPORT sAS NO DATE: AS NOTED APRIL 2019 JOB NO. 17019 SHEET NO. Ll 034 3 -Ih