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Home My WebLink AboutSDP201400019 Plan - Approved 2015-07-24z Q J a w U) 0 Jco CD z �I L L { NO. OWNER: CHARLOTTESVILLE - ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973 -8342 PLAN PREPARER: DELTA AIRPORT CONSULTANTS, INC. WILLIAM ESCHENFELDER ADDRESS: 9711 FARRAR COURT, SUITE 100 RICHMOND, VIRGINIA 23236 PHONE NO: (804) 275 -8301 ZONING: RA, EC TAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT DRAINAGE AREA: IMPERVIOUS COVER: EXISTING: 9.34 AC PROPOSED: 10.88 AC LIMITS OF DISTURBANCE: 5.90 AC AREAS OBTAINED FROM PROJECT AREA STORMSEWER MAPS REVISIONS BY I APP. I DATE CHARLOTTESVILLE- ALBEMARLE AIRPORT 9711, Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deItaaIrport.com CHARLOTTESVILLE, VIRGINIA SURFACE PARKING EXPANSION NON -AIP (LOCAL ONLY) SDP - 2014 -00019 DELTA PROJECT N 12064 FOR THE CHARLOTTESVILLE- ALBEMARLE AIRPORT AUTHORITY JUNE 2015 N -c-5 c� CHARLOTTESVILLE - ALBEMARLE \ AIRPORT not 743 743 643 606 SCALE: 1" = 2000' 29 DELTA IRPORT,-- USAN E. d iNkOW LIC. NO. 026212 CONSULTANTS, INC. SIGNAL SITE PLANS FOR SIGNATURE: JULY 15, 2015 MINIMUM SETBACK AND YARD REQUIREMENTS: AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS FOLLOWS: (s 20 -10.4, 12- 10 -80, 8- 14 -85; s 18 -10.4, ORD. 98 -A(1), 8 -5 -98; ORD. 08-18(7),11-12-08) (COUNTY CODE 18 -10.4) THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER "^ INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE / ALBEMARLE COUNTY SERVICE AUTHORITY & �a ." 0 ? fir %zc I VIRGINA DEPARTMENT OF TRANSPORTATION 7 1�3 /!z� HEALTH DEPARTMENT SHEET NO. TITLE 1 1 COVER SHEET 3 GENERAL NOTES 4 MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES 6 DEMOLITION LAYOUT 7 GEOMETRIC LAYOUT 8 GRADING & DRAINAGE 9 GRADING & DRAINAGE - BASIN NO. 8 '14 1 MARKING LAYOUT 16 1 PAVING & MARKING DETAILS & TYPICAL SECTIONS 22 UTILITY LAYOUT 23 UTILITY LAYOUT 24 UTILITY DETAILS 25 DRAINAGE & WATERLINE & CENTERLINE PROFILES L -1 LANDSCAPE PLAN L -2 LANDSCAPE PLAN L -3 SIGN DETAILS L -4 LANDSCAPE, SIGN, AND LIGHTING DETAILS L -5 LIGHT & PHOTOMETRIC PLAN 1 OF 2 AIRPORT PROPERTY MAP 24 OF INTERSECTION SIGHT DISTANCE PLAN & PROFILE 29 '- NLTH pF'� WILLIAM M. U UO ESCHENFELDER "y> LIC. NO. 045144 � wx, SURFACE PARKING EXPANSION COVER SHEET AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH DESIGNED BY: SEW/WME OF CHARLOTTESVILLE - ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN JULY 2015 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 PRIVATE ROAD) (AMENDED 11- 13 -91) 25 FEET 25 FEET SIDE 25 FEET 25 FEET REAR 35 FEET 35 FEET MAXIMUM STRUCTURE HEIGHT 35 FEET 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(7),11-12-08) (COUNTY CODE 18 -10.4) THIS SITE IS WITHIN A WATER SUPPLY PROTECTION AREA. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER "^ INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE / ALBEMARLE COUNTY SERVICE AUTHORITY & �a ." 0 ? fir %zc I VIRGINA DEPARTMENT OF TRANSPORTATION 7 1�3 /!z� HEALTH DEPARTMENT SHEET NO. TITLE 1 1 COVER SHEET 3 GENERAL NOTES 4 MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES 6 DEMOLITION LAYOUT 7 GEOMETRIC LAYOUT 8 GRADING & DRAINAGE 9 GRADING & DRAINAGE - BASIN NO. 8 '14 1 MARKING LAYOUT 16 1 PAVING & MARKING DETAILS & TYPICAL SECTIONS 22 UTILITY LAYOUT 23 UTILITY LAYOUT 24 UTILITY DETAILS 25 DRAINAGE & WATERLINE & CENTERLINE PROFILES L -1 LANDSCAPE PLAN L -2 LANDSCAPE PLAN L -3 SIGN DETAILS L -4 LANDSCAPE, SIGN, AND LIGHTING DETAILS L -5 LIGHT & PHOTOMETRIC PLAN 1 OF 2 AIRPORT PROPERTY MAP 24 OF INTERSECTION SIGHT DISTANCE PLAN & PROFILE 29 '- NLTH pF'� WILLIAM M. U UO ESCHENFELDER "y> LIC. NO. 045144 � wx, SURFACE PARKING EXPANSION COVER SHEET AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH DESIGNED BY: SEW/WME OF CHARLOTTESVILLE - ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN JULY 2015 F 0 Q 3 0 z 0 0 L El L Z i 3 CHANGE ORDER NO. ONE (1) 1 ADDENDUM NO. ONE (1) li tj NO. I REVISIONS PJW WME 2/13/15 MJH WME 8/12/14 BY APP. DATE PROJECT NOTES: GENERAL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. NO SEPARATE PAY ITEM. 2. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 3. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. 4. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 5. THE APPROXIMATE LIMITS OF THE CONTRACTOR'S STAGING HAVE BEEN SHOWN ON THE PLANS. 6. NO CONTRACTOR EMPLOYEE(S) SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF THE PROJECT SITE OR AIRPORT PROPERTY, INCLUDING THE CONTRACTOR'S TRAILER(S) OR TEMPORARY FACILITIES. SECURITY: 1. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER. 2. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 3. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS MANDATORY. ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR. 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON - SECURE SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. 5. THE CONTRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY NAME. CONSTRUCTION: 1. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, ACCESS CONTROL, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 2. THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES AND CURB PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION. 3. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH VDOT REGULATIONS AND THE PROJECT PLANS AND SPECIFICATIONS. PUBLIC SAFETY SHALL NOT BE COMPROMISED AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. 4. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE BARRICADES /TRAFFIC CONTROL DEVICES DURING THE PROJECT. MULTIPLE RELOCATIONS OF BARRICADES /TRAFFIC CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF BARRICADES /TRAFFIC CONTROL DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 5. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE ROADWAYS. 7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. 8. AT THE COMPLETION OF THE PROJECT TURFED SECTIONS OF THE HAUL ROADiS SHALL BE SHAPED TO SMOOTH LINE AND GRADE, SEEDED R -603, AND MULCHED R -603 AND LEFT IN SIERVICEABLE CONDITION. THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. (NO SEPARATE PAYMENT) ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE PROJECT. 9. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. 10. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 11. ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED. 12, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON THE PROJECT FOR THE COMPLETE DURATION THAT IS OF A CAPACITY EQUAL TO OR IN EXCESS OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 • fax: (804) 275 -8371 www.deItaairport.com 13. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON - CONFORMING AREAS, IF CORRECTIVE ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 14. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. 15. TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE- DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO TWELVE (12) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW TWELVE (12) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. NO SEPARATE PAY ITEM. 19. MINOR ITEMS (I.E. SIGNS, SHRUBS, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. 20. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. NO SEPARATE PAY ITEM. 21. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. NO SEPARATE PAY ITEM. 22. BACKFILL OF REMOVED STRUCTURES OR PIPE SHALL BE COMPLETED IN ACCORDANCE WITH SPECIFICATIONS SECTION R -303. BACKFILL OF SEDIMENT BASINS OR OTHER TEMPORARY EXCAVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION R -303. NO SEPARATE PAY ITEM. DRAINAGE: 1. THE CONTRACTOR SHALL PROVIDE O -RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 2. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES. 3. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE. 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND /OR STRUCTURE WHICH IS BEING TIED -INTO WITH PROPOSED PIPE(S) AND /OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED AND SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND /OR DRAINAGE PIPE INSTALLATION. NO ;SEPARATE PAY ITEM 5. WELLPOINTING AND /OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 6. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS. NO SEPARATE PAY ITEM. ELECTRICAL NOTES: 1. THE CONTRACTOR SHALL HAVE ATONE GENERATOR TYPE CABLE TRACER ON SITE AT ALL TIMES. (NO SEPARATE PAY ITEM). 2. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL CODE AND CURRENT NEC HANDBOOK. 3. THE LOCATION OF ALL UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION. NOT ALL UTILITIES ARE NECESSARILY SHOWN. APPROXIMATE "AS -BUILT PLAN" LOCATIONS ARE SHOWN. 4. ALL EXISTING ELECTRICAL EQUIPMENT REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER AND STORED AT THE AIRPORT AT A LOCATION AS ORDERED BY THE ENGINEER AND /OR OWNER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL COORDINATE (AT LEAST 48 HOURS IN ADVANCE) INTERRUPTION OF ELECTRICAL SERVICE WITH THE ENGINEER / OWNER. ANY DAMAGE TO EXISTING CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED TO THE ENGINEER'S SATISFACTION, BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE. 6. THE CONTRACTOR SHALL BE REQUIRED TO CONNECT PROPOSED CIRCUITS TO THE EXISTING CIRCUITS AS ORDERED BY THE ENGINEER. ALL WORK REQUIRED TO MAKE THE CONNECTIONS TO EXISTING CIRCUITS SHALL BE INCIDENTAL TO THE PROJECT (I.E., PUNCHING INTO EXISTING MANHOLES FOR CONDUITS). .��DELTA AIRPORT CONSULTANTS, INC. ESCHENFELDER VY LIC. NO. 0,45144 �.UNAL GENERAL CONSTRUCTION NOTES 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 4. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 5. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 6. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. 7. FOR ADDITIONAL CONSTRUCTION NOTES, PLEASE SEE MANAGED STEEP SLOPES AND ALBEMARLE COUNTY NOTES. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SURFACE PARKING EXPANSION AIP NO. JOB NO. NON-All? (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH GENERAL NOTES 3 DESIGNED BY: OF SEW/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: I DATE: 27 NONE JULY 2014 E E M 00 ri C) 0 CTI N N J 3 U d' C) 0 koN 0 0 N z LO N 0 N w w 0 a O J N 7)0 � 0 Q � J TYPE OF PARKING NO. OF SPACES HANDICAP SPACES PASSENGER: 3716 CAP LONG TERM 748 3937799.644 SHOR T TERM 108 CAP ECONOMY 132 3937352.957 OVERFLOW* 201 PK TOTAL: 1,189 22 bL 3735 � EMPLOYEE: 601.03 3937340.051 PROPOSED 147 FUTURE 21 TOTAL: 168 6 TOTAL REQUIRED: 28 HANDICAP: EXISTING 25 PROPOSED 3 TOTAL PROVIDED: 28 *NOTE: THE EXISTING OVERFLOW PARKING HAS 174 TOTAL SPACES. IN ALL OTHER PASSENGER LOTS, NO ADDITION OR SUBTRACTION OF SPACES ARE PROPOSED, AND THE NUMBER ABOVE INDICATES EXISTING AND PROPOSED. � -------------- \ ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHIA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. FIELD SURVEY INFORMATION WAS PROVIDED BY: ROUDABUSH GALE AND ASSOCIATES INC 914 MONTICELLO ROAD CHARLOTTESVILLE, VIRGINIA 22902 (434) 977 -0205 DATE: JANUARY 2014 11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: POTOMAC AERIAL SURVEYS FREDERICK COUNTY AIRPORT 1319 BUCHEIMER ROAD FREDERICK, MARYLAND 21701 303 - 698 -9944 DATE: NOVEMBER 2011 �o z X NO. REVISIONS BY I APP. I DATE A R OVERFLOW 201 SPACES \ R, .�...��. \ BASIN #9 \ \ \ \. AA. vyV`y� r 1 F EMPLOYEE 147 SPACES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. TH E PLAN APPROVING AUTHORITY MUST BENOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO (MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION( PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -501 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 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. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com Ill I 1 BASIN #8 \20\ / " _ 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT UNIT BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 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 /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 951% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS 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 TAO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NI NE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -207B) 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 GEOT'ECHNICAL 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. DELTA AIRPORT CONSULTANTS, INC. NiT TH o', n% G : 1_LIAM M. ESCHENFELDER y LIC.,NO. 045144 All It NSSIONAL 1 I 1 i I 1 1 I BM# DESCRIPTION ELEVATION NORTHING FASTING 3716 CAP ALBEMARLE COUNTY STREAM BUFFER 602.30 3937799.644 11497952.214 3729 CAP CONSTRUCTION ENTRANCE 605.90 3937352.957 114497779.431 3731 PK 605.14 3937500.758 bL 3735 � 601.03 3937340.051 1 I 1 BASIN #8 \20\ / " _ 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT UNIT BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 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 /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 951% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS 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 TAO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NI NE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -207B) 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 GEOT'ECHNICAL 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. DELTA AIRPORT CONSULTANTS, INC. NiT TH o', n% G : 1_LIAM M. ESCHENFELDER y LIC.,NO. 045144 All It NSSIONAL 1 I 1 i I 1 1 I BM# DESCRIPTION ELEVATION NORTHING FASTING 3716 CAP ALBEMARLE COUNTY STREAM BUFFER 602.30 3937799.644 11497952.214 3729 CAP CONSTRUCTION ENTRANCE 605.90 3937352.957 114497779.431 3731 PK 605.14 3937500.758 11497689.392 3735 PK 601.03 3937340.051 11497548.070 VERTICAL DATUM IS NAVD88 100 0 100 200 SCALE: 1"=100' FEET LEGEND �> PROJECT OUTFALL - - - - AIRPORT PROPERTY LINE (APPROX.) o ALBEMARLE COUNTY STREAM BUFFER - - - - FUTURE DEVELOPMENT �I--► HAUL ROUTE GE CONSTRUCTION ENTRANCE CSA CONTRACTOR STAGING AREA CEP CONTRACTOR EMPLOYEE PARKING EXISTING MANAGED STEEP SLOPES LIMITS OF DISTURBANCE 42tYe EXISTING CRITICAL SLOPES PER ALBEMARLE COUNTY GIS (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) SURFACE PARKING EXPANSION AIP NO. 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NOTE: \\\l\\\, _ "',11, , .wftftftww* �521', \_\:� \ X 11 so .0.� `111\11"11�1 e0l, 1. ALL WORK SHOWN C]N THIS SHEET SHALL \ \\ TREE(TYP) O/ �1,1�\\!'\,,\e,l .... 11, I BE|N[�|DENTALTD THE K8|S[�ELLANE{}UG � OEK�DL|T|ONP/�'|TEN1. '01111111-11111-11-:7 11111, I ��I - i \ \ - ... ...... \ -,---,--\-I\ ft Aft 1� 1_\_\__1\1_111111 — --- - - ----- _ I -"\\\ , \",-,--\, ft---ft.ft I I -\\\,\\ . ... ... , \'___\\,__ a" aft \11, 0 _______\___\111_\___ ____ \_ '\\� - — ---- \-,\ ,,,-,,,,, ft--.ftft ft ft a___ - LI if NO. <E REVISIONS BY I APP. I DATE ft--.ft ft, fts ft--%W \,\"\ ... \--\\,\,\ ... \\\",\,\, - -1-1\111 971 1 Farrar Court, Suite I 00 Richmond, Virginia 23236 phone: (804) 275-83{]1 ^fax: (804) 275-8371 ------ vvvYvv . d e | t o a i r p o r t ' c O rn ---- EXISTING SIGN TO BE REMOVED AND ROUTE 000-D| _ ~ °so~w__00 so go so_ _� ~�~��-�*� ��-�"�_ , 11 \,_. % � �� '� ,� ��~ NT11111 V I 1% \ \ \\1 I'll, \ \ \ AIP NO. JOB NO. Or-NLTH op 11 - DRAWN BY: SHEET DELTA IRP T LA'l , 1I i1fil-LI M M. I I MJH ESCHE > DEMOLITION LAYOUT 6 LICqN0. 045144 DESIGNED BY: OF CONSULTANTS, INC. 81ONAL , , SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT 1111 = 30' 1 JULY 2014 ___j 27 __j E E M In 00 Ln 8 0 N m N J ko tD0 N c� 0 tD 0 N J 0 g 3 0 0 CD (D 0 Z TIE INTO EXISTING CURB & GUTTER STA 10 +49.29, 255.54' LT R5' STA 10 +65.75, 255.54' LT PROPOSED CG -6 STA 10 +00.0, BL "SP" N: 3937331.7863 E: 11497540.8055 — 1 STA 10 +11 BL "SP' 6M 37 lil:i ST, 99� .' EXISTING � 5 71 LT , SIDEWALK 5' 16 +00 _ M 3116 STA 1 +23.0, BLA "SP" STA 1587, 54, 3.74' RT, STA 16 +50.0, BL "SP" N: 3937819.9056 E: 11497970.0368 rli BASELINE "SP" 18 +00 — k� -- — - — - -�— aA* .►�'� oil —� e � ' F •. �•�••� ".��,��u °°gym � c�a�y ' �. wmaamximavi�ivvw .saxw4,:auaw�.+m+agwa w®iuwaawcm � tk: Q. � r _ - �e .... .e................ r a�........... v..................................... W�...... �.............. ............v.......rvmaaxr. +a\ Near... �„ vv.. v.... rovuwmNr caawau�acvmu�v�a��mvmxxvra�a�v ticauwaxticmv�u.�mcaaua � woo ,y � Y..� .....:..........„.....,a uu. WWa, a.,,:,>.,. n....,. ��. ��N�.....,.... �e., n< nv�., �uua WW........ti....... r��uw.. ��hati,..r...... aen��., awa.,. W.„..,... a.... u.,..r �aa ..�q�W.....,ra....ra..�v-�.., __ _ - ♦ ♦ �. W LU cyl a o 2 NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com DELTA AIRPORT CONSULTANTS, INC. N L TH OF a U ESCHENFELDER %V LIC. P40.045141 �5° . SSjoNAL ��s F APP � ^Y 1 • SURFACE PARKING EXPANSION GEOMETRIC LAYOUT 2 0 4 O� o .o 9 � 0 a° SHEET KEY LEGEND ,OM-X BENCHMARK LOCATION EXISTING AIRPORT PROPERTY LINE y PROPOSED POLE (LIGHTED) T— PROPOSED TRAFFIC SIGN 0 P PROPOSED REMOVABLE PIPE BOLLARD PROPOSED AIRPORT SIGN PROPOSED DRY GUTTER PROPOSED FULL DEPTH PAVEMENT PROPOSED SEAL COAT CLEAR SIGHT TRIANGLE PROPOSED CLASS A3 CONCRETE 30 0 30 60 SCALE: 1"=30' FEET AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH 7 DESIGNED BY: OF SEW,/WME CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: 27 V = 301 JULY 2014 E � � IN ON rl� -, tD � CD � � _ � z ^� ~^ � ",� " , P, w- ... .. I I" - -,\\, --- I t-N 1 Z7 -,u 4 u I, X-4 41" 1 ;;,< 11 '/ , 11 , 5� �' � " ,� "\"\, I ,\\� ...... — ......... � I � "I'll '\- I 111" 11 1-11, ,11- I . .... """ ..... . .. 111"," -'11,,,�, "'11-111,1111 . . . ... "", '1111"�,,,11, ", �0 -- 11 .... ... . - - - \� ~ 11-1111111 4", i "" ,,, , , ",, "', ? I", I " \ / � *11,111, ... . .. ... . I \ -" Ile, I I' I ( 1, I I, / , ,"11110, "' "I'll' ".---" -,-, . . .. .. .. . . . , � "', �� ",\\,\ I I'll '_, ,,, , ,,,, , �,,,,, ... .. .. .. . .. .. . � . . ... . . I ,,� .... . . . . .. �, "',"111 " , I , "I - "I 11111" w \ SHEET KEY wl� 11 ......... -11" I ,0,\" \\\, , III, � I r " "', �, , ", l 'o . ...... .. I'll �,- 1--' I \ \ i A / MODIFY SWM STRUCTURE .... .. . "I" "' , -1 ... I ,,,� ,,11 , " "', , ,,�,e,,, � ,"'111 , "el `1-- ,",,5, I ... .. , ... . . . I'll, ""I'll ... "I -i� LEGEND XQ18,33 EXISTING SPOT ELEVATION fS05.44 PROPOSED SPOT ELEvAT0N �� EXISTING STRUCTURE NUMBER �� /i\\-, \\-\\,\ ,\\\" � - � \ I \ \ - \ " � "" �� PROPOSED STRUCTURE NUMBER �� EXISTING DROP INLET N PROPOSED DROP INLET so PROPOSED FLARED END SECTION c�� `��- sX|GT|wGENDVVALUHEADVVALL8m|wGvVALL . ��...� PROPOSEDENDvv��U�sxDVYALL8N|NGVw\LL 9 PROPOSED STORM MANHOLE CO PROPOGEDUNDERORA|NCLEANOUT 0 �� EXISTING POLE (L|GHTED) 0 Tr \ , , \ i 6�,LT 11-1-1- - -,111-1111' — -- � ....... � ....... ':"',"",:",",: ,,, ... ....... . . . . . ... . -< .... illk'<, .. .. . ... -, k , , , , ","'I"", � , -- - - ---- ", , \, \ "' I 'O I , F 111-1 , - — " - I — — — -'111111111", , ... .. . � --- .... . ..... .. :::::, 1 1-- ..... � ... .. . � ........ ... - .. . ... , , ... " " , , ,� � � , "", .. . . � . . . . .. . . . . .. . . . ... ---- N t \\11 , 1111, 'N I 1, ,�� 11-1 " �>e I-- :::: . . ..... � . .. . ............ .. . .. . . .... :::::�', ,:: , . . . . . . . . . . .. .. .... . . . . . -- .. .. . . ", . . .. �', " , � ... 11 11,:111- "111""'1111 ... 11-11"""', — " " � , , - O� PROPOSED POLE (L|GHTED) � PROPOSED SIGN EXISTING STORM DRAIN rk , � I> — ,.-I, ... . ..... I .. .. . - '11-1-111" ... -111111 .... . . , � , :: I . .. ,"""I" ,,, 11111 1,", I PROPOSED STORM DRAIN EXISTING EDGE DRA|N/UNDERDRA|N ~- -~~- - - -~ PROP0GEDUNOERDRA|N -----C7V----' EXISTING CABLE TVLINE 'III", 1111111- -----'''---- EXISTING DITCH ---------- EXISTING ELECTRICAL CONDUIT IM, NNEW �EN, MM M EXISTING ELECTRICAL DUCT ----LD� — EXISTING OVERHEAD ELECTRICAL LINE ----UGE---- EXISTING UNDERGROUND ELECTRICAL LINE ----L��T---- EXISTING UNDERGROUND TELEPHONE LINE N /11 Ill EXISTING FENCE -------LOD- LIMITS OFDISTURBANCE — - - — EXISTING AIRPORT PROPERTY LINE ' - ----��N---- EXISTING SANITARY 8EVVERLINE \~ \ ` \ \ � .~ � � ` �^ \ � \ \ \ x � \ '~ _____h/_____ EXISTING WATERLINE \ ` � � � ` ' \ �~ / � \ \ \ ^ \ \ -�-�-�-�-�-�- EXISTING EASEMENT � \ ` � \ � ' \ �� \ �~ � v / / \ � � \ ` ~ /~ � ~�~��- 16114, � 11111-1-1 ) / ' � \ ` \ , - ' \ ~' EXISTING \ � ! ` \ � ~- � �� -~ --------- IRRIGATION iiiw ` \ \ ' / \ � \ \ ' °= -~ / / \ \ \ / ' � \ \ ~� °�� EX�TNGR]PRAP '11\1 I'll / \ \ > \ � \ � m� \1-1111 . \ \ / | / � \ > +y �� ~~� -�. I'll / � / / / | \ | � ' - � �� ~~~~_` P�OP03ED�|PRAP ' \ ` / ' ' / | } / > \ - / 1,111 ( ' ' ' ` / / / | | / / / �� / �� - \ / / � ` \ / / \ � PRUP�SEDFULLDEPTHP��E�ENT �� ~/ � / / / / � \ / / | | ^ ' / y - / �� 11 � ~ ~� ' / � � , / ( / / \ / / ' / � / ~� � / / / � \ / / ] | / x -~ � PR0POGEDGE�LCOAT 1111111-11 ' x / / / ' � ' / / / / / / -� `` / `~__ I'll I 11 11 I TION ^ / / / / \ �\ � / / / / / / | | / y / / `\ �\ -- pR0POGBDCL�SGA3CONC�ETE If , r "!\1" � ,\ n� .�, � -~~ / / / ^ -/ / / / / " ` ` ^ / / ' / ' " / / � � / / ~�- --- _� - ~ � \ ~ � 1-1 461- - `\ ��w.�� ~��^ / // y/ / /' / / / / � / \ \ � � / // / /� � / ' /� / / // � __ ��-�~ �� `� \ -- 11 , 11 I 1, *^ °w*�w� `w�w ~-- � �~� � � | / /' / / �/ // / / / / / / ' ( / > `/ � /' / �� ~/' »� / / / /' / / -� ~�' ~�^ =� ^'�- ~-~ � �� `\ `� \ � ~ ~- -~� ' [ ` � � \ ` \ ` / ' / / � ' / / / [ / ' \ } ' ' / ` / / / ' / / / ' +- �� ^ "Ir 111,v I ��'__ �~ �� /�� ~ / ' / \ \\ �\ � | ( / // /; /^ // / / /� /' � �/ // / � \ / / / �/ / // // ^/�/' ^� / / // // / �~�� ~�~--- ~~- -� -`� ��\ �\ �\ �� \ �� \� U �� xr L� �� w�~�� \ � _� � \] � �^�� ~ ~~�~��~/ [ ' � / " ' / | | v | ' � | | | / � ' / ' / / ' � | � / \ x ' \ / / / / ^ | ' ' �� ~~��- �] � � \ U n�- ^� m � -^ "~ �� '� . ,~� | `� . �� | \ \ ' ` / � . / ' . . / / / \ \ . / / | | , . "'I" | / / / , / / |^ ' � � 1 \ � / / � . , � �' ~/ | .' / � ^^ -~ ~\ \ � � ~ � ` � ^��"� U - z �� Y APP. I DATE 9 71 1 a rra r C oJrf , ^J ^te I 00 Richmond, r iFg^ n^ a 23236 phone: /804\ 275-83[)1 ^ fax: /804\ 275-8371 tpk, o-9 30 0 30 GO SCALE: 1"=30' FEET AIP N0\ JOB NO' y- NO. REVISIONS "��W t, ,,, 11�� , A ,� ly , " DEL TA IRP T 0 li- GRADING & DRAINAGE U ESCHENFELDER ,V 9 LIC. NO. 045144 DESIGNED BY: OF CONSULTANTS, INCo , "S'011;AL �, `0 ICHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1 27 P E Cl In Cl E C) 0 0 E Z PROPOSED 4" WIDE WHITE MARKING (TYP) j -18' --- 31 SP @ 9'x 18' 22 SP @ 9'x 18' JX3 4 a lk .. ............ EXISTING ...... . . .. .... . .... U w. SIDEWALK k . .. ... .... Al 'k, "Iftftbw "k, 77 .... . . ..... . ftel . . . ..... . .... ....... .... ...... .... A .... .... . . 12 SP @ % 9'x 18' 'Al A,% �l 41% \4 , . . . .. . - A Ilk ftl%ftl yi ii s 111k . ....... . . . .... . ... . .... . . iii A�, Ilk, I,' s ii y X TERMINAL \,14' ilk Al, Ilk If Ilk le ii A ........ . . . ......... ... .. . . ... 1111- v V � 'e� �'' . . . . . . . . . . . . . . . . . . . . . . ... ...... I, LO i ea Ti L REVENUE PARKING LOT . . . . . . . . . . . . . . 13 SP @ Al 9'x 18' 22 SP @ lk 9'x 18 INSET SP 4 CG-12, TYPE B (ADA RAMP) PROPOSED YIELD SIGN (R1 -2) 18 SP @ 9'x 18' ,a0\NelA `00? EXISTING F SIDEWALK EMPLOYEE PARKING LOT PROPOSED 4" WIDE 12 SP @ WHITE MARKING 'TYP) 9' x 18' 1 18'1 EXISTING --- - --------- ---- PROPOSED WALKWAY STRIPES 20 SP @ SIDEWALK 34 SP @ 34 SP @ SEE DETAIL SHEET 16 9'x 18' 9'x 18' 24 TYP 24' 9'x 18' 30 SP @ (TYP) rt 9'x 18' — — — -------- - - - it i3 iii 9'x 18' 9'x 18' 19SP@ 9' x 18' 17 SP @ 14 SP @ I I ............... 11+00 12+00 13+00 BASELINE "SP" 1.1 14+00 15+00 10+00 12' T 16 00 �,'l 7+00 BASELINE "SP" 18+00 2z + + + TYP + + 8 z:)P (a) to ti 9 x 18' LU . ........... . . . . . . it z . --------- --- F- PROPOSED 4" WIDE z W 7 SP @ A WHITE MARKING (TYP) 9'x 18' 24'(TYP) N II 18' LU 24- (TYP) C* ADA MARKING SEE DETAIL SHEET 16 iii (TYP OF 3) NOTE: SEE CRITICAL SLOPES AND ALBEMARLE COUNTY NOTES FOR REQUIREMENTS. \_ OOlP BpwEN ............................... ............... ...................................... . . . . . : ....... :. ....... ........................... ............................ ........... .. ..... 24" WIDE WHITE STOP BAR .......... ........................................................... .......................... .... ............ ............ ........ .... ... ............... Aft ♦ --..ft ROUTE 606 - DICKERSON ROAD LO8j m n.v . . . . ........ C�ti Nv . .. . ........ . 1\11,11, . ... ..... . nnown"M --umm" ..... ... ---ftwa ..... . . ... o, ow ......... no on --mm-m nlm_w-� an ON ....... w ` �� w 7 2 `? < mu Y_ NO. E REVISIONS BY I APP. I DATE 9 711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 —www.deItaairport.com I* DELTA AIRPORT IMF - CONSULTANTS, INC. p,LTH OF ESCHENFELDER LIC. iNO. 0451 SIGNAL E��1 7 iyi I 11 so 00--00 11 so __ ... .... .. ........... ------- ---- I • 000-00 wo SURFACE PARKING EXPANSION MARKING LAYOUT a f 1; - � INSET SHEET KEY LEGEND PROPOSED TRAFFIC SIGN EXISTING MARKING PROPOSED MARKING CLEAR SIGHT TRIANGLE NOTES: 1. ALL PARKING SPACES MEASURE 9'x 18' UNLESS OTHERWISE NOTED. Stw/wmr_ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 27 V = 30 JULY 2014 30 0 30 60 SCALE: 1"=30' FEET AIP NO. JOB NO. NON-AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET M JH 14 DESIGNED BY: OF Stw/wmr_ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 27 V = 30 JULY 2014 E 0 CD N N J tov a t- 0 N 0 O N i Z J 0 J a z 1 4" WIDE WHITE x 2' SPACE (TYP) WALKWAY STRIPE DETAIL NTS STOP SIGN NTS MUTCD "R1 -1" 30" x 30" YIELD SIGN NTS MUTCD "R1 -2" 36" x 36" x 36" NOTE: 1. SIGNS SHALL BE MOUNTED ON GREEN POWDER COATED STEEL POSTS A MINIMUM OF FIVE FEET ABOVE THE EDGE OF PAVEMENT ELEVATION. �1 _I I-.- 1.0' WHITE 3.2' PAVEMENT ARROW DETAIL NTS 8' -L-EXIT -0" 5' -9" PAVEMENT LEGEND DETAIL 9711 Farrar Court, Suite 100 > Richmond, Virginia 23236 i phone: (804) 275 -8301 # fax: (804) 275 -8371 www.deItaairport.com L if NO. REVISIONS BY APP. DATE <U I ELONGATED LETTERS FOR PAVEMENT MARKING (WHITE) 36" MIN LOCK LID �, a •4 A ' a d 4 a 12" MIN a.e•. .e_. ° e a • � 4 a A' e. .d d: .e d 8 d• a. e 3" WIDE W OUT HE 9A" STROKE ADA PARKING DETAIL NTS NOTES: 1. SYMBOL SHALL BE PLACED AT THE END AND CENTERED IN EACH DESIGNATED ADA PARKING STALL. 2. SYMBOL COLOR: WHITE CHARACTER ON BLUE BACKGROUND. 3. ALL WORK SHOWN ABOVE IS INCIDENTAL TO THE ADA PARKING MARKINGS PAY ITEM. 0 6" SCH 40 STAINLESS STEEL REMOVABLE BOLLARD #4 REBAR STIRRUPS . •a . " ° • d . .B d a a. .. a .. •Q. A. d d. .° ' • a d d d a A a a° a A. . • G. ° e qe e a •d d e' .° .e d ai e a ,. .n v e A;4 •e a ••d.e '< ° •O e.Q. •e. a .e V. a .'4 d. ••a ° e . a e • ° a. d a. a a •d a ae 6 e• .. ' n :e ..P d A. e 4' ELEVATION VIEW - FOUNDATION 0 11.25 "± PLAN VIEW OF CLOSED LID EMBEDMENT SLEEVE & HINGING LID CLASS A3 CONCRETE REMOVABLE PIPE BOLLARD DETAIL NTS #4 REBAR STIRRUPS & HORIZONTAL_ REINFORCEMENT DEL TA IRPORT l�L TH OF ESCHENFELDER y CONSUL TAN INC. Ts, LIC x O. 045144 NUL ICNAL NEAT SAW CUT (NO SEPARATE PAY ITEM) TACK COAT (NO SEPARATE PAY ITEM) EDGE OF PAVEMENT AS SHOWN ON PLANS 12" [, / REMOVE AND REPLACE / EXISTING SURFACE PROPOSED SURFACE COURSE A. a . .. X. BASE COURSE',,", - PROPOSED BASE COURSE... Ail e a � . o• .d a 9 ,d e A a ° d ° ' d • '9 CLASS A3 CONCRETE REMOVABLE PIPE BOLLARD DETAIL NTS #4 REBAR STIRRUPS & HORIZONTAL_ REINFORCEMENT DEL TA IRPORT l�L TH OF ESCHENFELDER y CONSUL TAN INC. Ts, LIC x O. 045144 NUL ICNAL NEAT SAW CUT (NO SEPARATE PAY ITEM) TACK COAT (NO SEPARATE PAY ITEM) EDGE OF PAVEMENT AS SHOWN ON PLANS 12" [, / REMOVE AND REPLACE / EXISTING SURFACE PROPOSED SURFACE COURSE PAVEMENT TIE -IN DETAIL NTS 1 -1/2" R -312 TRACK (NO PAY ITEM) COMPACTED SUBGRADE SEE SPECIFICATIONS FOR REQUIREMENTS PARKING LOT PAVEMENT SECTION NTS 1 5' 4 �VDOT A3 CONCRETE:' \ \ a ° e b. d TYPICAL SIDEWALK DETAIL NTS NOTES: 1. PROVIDE 4" DEEP TOOLED SCORE AT 5' O.C. 2. EXPANSION JOINTS ARE TO BE PLACED 30' O.C. MIN AND ADJACENT TO CURBS. 3. THE COST OF THE VDOT 21A SHALL BE INCIDENTAL TO THE SIDEWALK. .:k\ UN SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 PAVING & MARKING DETAILS DRAWN BY: MJH SHEET & TYPICAL SECTIONS DESIGNED BY: SEW/"WME OF 16 CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: 27 1" = 30' JULY 2014 A. a . .. X. BASE COURSE',,", - PROPOSED BASE COURSE... PAVEMENT TIE -IN DETAIL NTS 1 -1/2" R -312 TRACK (NO PAY ITEM) COMPACTED SUBGRADE SEE SPECIFICATIONS FOR REQUIREMENTS PARKING LOT PAVEMENT SECTION NTS 1 5' 4 �VDOT A3 CONCRETE:' \ \ a ° e b. d TYPICAL SIDEWALK DETAIL NTS NOTES: 1. PROVIDE 4" DEEP TOOLED SCORE AT 5' O.C. 2. EXPANSION JOINTS ARE TO BE PLACED 30' O.C. MIN AND ADJACENT TO CURBS. 3. THE COST OF THE VDOT 21A SHALL BE INCIDENTAL TO THE SIDEWALK. .:k\ UN SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 PAVING & MARKING DETAILS DRAWN BY: MJH SHEET & TYPICAL SECTIONS DESIGNED BY: SEW/"WME OF 16 CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: 27 1" = 30' JULY 2014 E CL CL -;r Ln ti O r) 5 C, %D C) Z Nk IF NOTES: It, Fl` Ok is 1. REMOVE AND REPLACE THE EXISTING SAFETY SWITCH WITH A 100A, 3 PHASE, 4 WIRE, q', 208/120V, NEMA 3R LOAD CENTER WITH A 60A MAIN BREAKER, COPPER BUS, 12 SPACE SEE NOTE 1 \-W MINIMUM, 22 kAIC, GROUND BAR KIT, 1-50A, 3 POLE BREAKER AND 1-1 5A, 3 POLE BREAKER. 13A-#89 I I REMOVE THE EXISTING #8 FEEDERS AND REPLACE WITH 346 FEEDERS FROM THE SAME POINT OF CONNECTION. PLUG ALL ENCLOSURE OPENINGS WITH AN APPROVED SEALING PLUG, w.waa 0 AS APPLICABLE. REMOVE AND REPLACE THE EXISTING 3-POLE LIGHTING CONTACTOW ND 12911& ENCLOSURE WITH AN EQUIVALENT OR EQUAL SQ "D" 6 POLE LIGHTING CONTACT OR AN IF APPROVED NEMA 3R ENCLOSURE. CONNECT THE EXISTING AND PROPOSED PARKING LOT . . . . . . . k LIGHTING CIRCUITS TO THE NEW CONTACTOR AND LOAD CENTER. PROVIDE ALL CONDUITS, "�_47-116.- "1141% WIRE, WEATHERPROOF CONDUIT CONNECTIONS, GROUNDING, ETC. AS REQUIRED BY THE NEC AND LOCAL ELECTRICAL CODES. lk le '\ 11190o M X SEE NOTE 2 2. INSTALL PROPOSED PARKING LOT LIGHTING CIRCUIT IN THE EXISTING CONDUIT WITH A A %, 9 kk y EXISTING POWER CIRCUITS. THE CONTRACTOR SHALL CAREFULLY REMOVE AND REPLACE AN A, F` EXISTING CIRCUIT AS REQUIRED TO INSTALL THE NEW LIGHTING CIRCUIT. ALL THE EXSITING IF 3� I . . ... .... . \ CIRCUITS IN THE CONDUIT BEING USED SHALL BE MEGGAR TESTED BEFORE AND AFTER -!0, - - - - - - - ft Ift I P ft -7 77 .. . .. . . INSTALLATION OF THE NEW CIRCUIT. ANY EXISTING CIRCUITS WHICH SHOWS A 10% OR hi a '111k\ \ "k It & `ilw Q IV& GREATER DROP IN INSULATION RESISTANCE MAY NEED TO BE REPLACED WITHIN THE AREA ...... .. . . .. . _k, OF THE CONDUIT BEING USED FOR THE NEW LIGHTING CIRCUIT AS ORDERED BY THE 01k ENGINEER. ALL CABLE SPLICES SHALL BE MADE IN A HANDHOLE/JUNCTION STRUCTURE WITH 6 6 2, 11tolk i1MMi 3M SKOTCHCAST EPDXY SLICE KITS OR ANA PPROVED EQUIVALENT. h Wk 20'WATER LINE 114 06 SEE "ACCESS CONTROL LAYOUT IM& I \0 SHEET FOR ADDITIONAL INFORMATION IA 3. PARKING LOT GATE POWER AND CONTROL FROM THE EXISTING PARKING LOT EXIT PLAZA TO . ... . .... .... . .. . .. - - - - - - --- ------- - --------- 1% DB G20 "44 ...................... INN \ q\&\\, B 879, PG 60 THE PROPOSED NEW PARKING LOT GATES SHALL BE INSTALLED IN THE EXISTING CONDUITS MIFF SEE NOTE 3 01b\ AND THE PROPOSED NEW CONDUITS AS NEEDED TO PROVIDE POWER AND CONTROL TO THE UGE 3A-#8g lq\\4\v NEW GATES. EXISTING PARKING LOT . ... .. ...... . . .... 3-1 3A 0 )k EXIT PLAZA "I"' . ..... 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND ROUTING . 489 . ....... . . . . . EN I ... . .... . CONDUIT THROUGH THIS AREA. 1-2 B it 'X "Ill .. . . ........ % _90 B U6 & l F, A 47� b SEE NOTE 2'k,"" qu a 1wassam U 110F q po F1 w- U aw "a Y-l" s "FIF UG� FI 4 -2 B IF IF hi k z A 10C '10-10, a WN EXISTING SANITARY V, aP SEWER EASEMENT U DB 1218, PG 552 P- 1 U6E W III . .. ........ Z 67 1 314 w k I w w 61 ----- - -------- OF 7 4 k UGE- U 009 a L J 0 Spy -- - 'k U '60 k/ 1101, —OGE— -G GE ,"old `Ik UGE` V Ilk u6E----� A UGE .......... cl� 4-2 B U -------------- ti o �0 k� �j SHEET KEY TRENCH, CONDUIT & DUCT BANK LABEL LEGEND TRENCH, CONDUIT, OR DUCT BANK INDIVIDUAL SYMBOL CONDUITS 5-3 2Aj4Bj3q-#6g,2C- !4g 1 GND WIRE SIZE NUMBER OF CIRCUIT CODE CONDUITS NUMBER OF CABLES SYMBOL STATUS EXISTING REMOVE NEW RELOCATE ADJUST "§� `10il) X ' 'F' 2 TRENCH - DIRECT BURIED CABLE R CONDUIT -WITHOUT COUNTERPOISE (2" PVC) 4 LEGEND USE EXISTING CONDUIT WITH EXISTING CIRCUITS USE EMPTY/SPARE CONDUIT A,B,C FIXTURE PHASE SYMBOL DESCRIPTION 2 . . ... . . . ZU WATER CM LINC EASEMENT ffildC, VW` wa, \j ELECTRICAL JUNCTION BOX DB 2459, PG 292-299 U6F w ALBEMARLE COUNTY _j . . . . . . . . . . . . . EXISTING JUNCTION BOX SERVICE AUTHORITY . ... .. . ... `7 w wo, t v1 . ......... . . 12" WATERLINE (ACSA) TRENCH DUCT/CABLE MARKER w cm it, F I .......... STA 10+00 RWSA WATERLINE P_X BORING LOCATION (APPROX) L n TA . .... .. A151 _w 11 +36 ACSA WATERLINE n #X / TEST HOLE #8 < TEST HOLE LOCATION . . . . . .......... 00 #4� W_ ... . ......... hh" EXISTING 1.5" AND 1 PVC IST6 10+00�_ACSA PROPOSED POLE (LIGHTED) > IRRIGATION LINES OW IN WATERLINE w PROPOSED SIGN A B11 U EST HOLE 4 RLINE 7> =*-� 25' WATER LINE U (STA 12+09 ACSA WATERLINE ....... . . . EXISTING POLE (NON-LIGHTED) F EASEMENT 20'PWO'bSED B,C ..... . ... fn� . ...... ll" EMENT- DB 838, Pq 235 :F3 -1 F2 A 5� PROPOSED DROP INLET 1w I P-9 JUNCTION ADJUSI IFXI* TING JUNCTION -R C / Fit ADJUST EXISTING, 3-1 2A-#8g PROPOSED THROAT INLET tt IBOX TO GRADE. . . ...... T EMPTY BOX TO GRADE. #7 - - : -i /# NO SEPARATE PAY ITEM. C I IN FROM PROPOSED FLARED END SECTION NO SEPARATE PAY ITEM. POL U D ION (I YH) #6 vv P-6 i A,C PROPOSED FIRE HYDRANT RMS /# CH UGE— I – aw w OWN= 3-1 2A-#8g #14 000 UGE -- U UGE—UGE IMOR owwwo 20' WATER LINE EASEMENT CONDUIT & CABLE �I II sm, I U NEW& mw NOF WON W-0 IF X" 4 DUCT BANK - BURIED UNDER PAVEMENT 1 1v DB 2459, PG 292-299 2-1 3A-#89 I (CONCRETE ENCASED) CONNIECI PROPOSED 6" A A,B DUCT BANK - BORED UNDER PAVEMENT ATERLINEILATERAL INTO 2-1 3A-#8g 1\�,, UG EXISTING 8" ASA W4TERLINE WITH 3-1 2A- cl UE IF\ STORM DRAIN A,C BC RIVANNA WATER & \ I I`I�, \\ 8" x 6" TAPPING SLEEJVE AND VALVE SEWER AUTHORITY 1 11 EXISTING AIRPORT PROPERTY LINE 'PROPOSE 12" WATERLINE (RWSA D 611 PROPO D F1 E HYDRANT AUTHORITY ------ — -- --- – EXISTING EASEMENT WATERLINE 5 1/4" CO EC ON SHALL A I FA T T EL WAY #15 %1l 10%, ------ ------- PROPOSED EASEMENT FACE SW BASELINE "SP" - IE!, 114 li 2-113A-Wqg it :12+00 10+00 1 11+00 4 �-2 B 3+00 14+ 115+00 16+00 1 18+00 17+00 EXISTING OVERHEAD ELECTRICAL LINE P-7 v� I + - - - - - - - GT 90o BEND 2 L A,B I L]'F,,� EXISTING UNDERGROUND ELECTRICAL LINE Bg EXISTING UNDERGROUND TELEPHONE LINE 3-1 2A A,C P-3 it . ....... it EXISTING SANITARY SEWER LINE P-10 j 11 la . ........ X GT 11:2 #2 EXISTING WATER LINE '�ACCESS CO LAYOUT" A,C "Ir 161 1 __—U6 SEE CONTROL 3 —W— PROPOSED WATER LINE �SHEET FOR "ADDITIONAL INFORMATION 165' I \ \ \ ` �--_— UGE \ r r \ a 46 li I "'A"j L ------ _A; P-5 2-1 3 #8g a, P_8 ;YM CIRCUIT & CABLE DESCRIPTION IF A 2) ,� . ..... . . . . A PARKING LOT LIGHTING CIRCUIT #1 Z) 0 A gIll "'No OH 77"z, I B PARKING LOT ACCESS CONTROL CIRCUIT #2 OHE BC Now, a OM_ ♦ ♦ HE—�_ 001, B,C 4* likult IV E OHE—"H 0HE-- — UUT ---_UGT_UG #1 A .. ......... .... . .. .... STUB OUT 1-1" EMPTY Nk A,C CONDUIT 12" MIN FROM POLE # t yabaabauaaahtia FOUNDATION (TYP) if TEST HOLE 1 to U_ _ WATERLINE) 2 F?Otj-re 606 DICKER, 301V F?OAL) PJW WME 2/13/15 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fox: (804) 275-8371 —www.deItaairport.com- I* DELra a►RpoRr ,Ae Aw CONSULTANTS, INC. . ........ SYM DESCRIPTION w TRENCH - LIGHTNING PROTECTION 2 TRENCH - DIRECT BURIED CABLE 3 CONDUIT -WITHOUT COUNTERPOISE (2" PVC) 4 CONDUIT -WITH COUNTERPOISE (2" PVC) USE EXISTING CONDUIT WITH EXISTING CIRCUITS USE EMPTY/SPARE CONDUIT A,B,C FIXTURE PHASE 1CONNECTIONS 2 J (D (0 ON Old X a) (0 � ID CD �2 z 66 3 CHANGE ORDER NO. ONE (1) _7 ww- FN 0. T REVISIONS 0 X F?Otj-re 606 DICKER, 301V F?OAL) PJW WME 2/13/15 BY APP. DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fox: (804) 275-8371 —www.deItaairport.com- I* DELra a►RpoRr ,Ae Aw CONSULTANTS, INC. 30 0 30 60 SCALE: 1"=30' FEET TH AIP NO. JOB NO. SURFACE PARKING EXPANSION NOWAIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH ESCHENFELDER > UTILITY LAYOUT 22 LIC. NO. 045144 DESIGNED BY: IF SEW/WME OF -10 ILL V 4, CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: - V = 301 1 JULY 2014 27 ,I\. a M" SYM DESCRIPTION 1 TRENCH - LIGHTNING PROTECTION 2 TRENCH - DIRECT BURIED CABLE 3 CONDUIT -WITHOUT COUNTERPOISE (2" PVC) 4 CONDUIT -WITH COUNTERPOISE (2" PVC) USE EXISTING CONDUIT WITH EXISTING CIRCUITS USE EMPTY/SPARE CONDUIT A,B,C FIXTURE PHASE 1CONNECTIONS 30 0 30 60 SCALE: 1"=30' FEET TH AIP NO. JOB NO. SURFACE PARKING EXPANSION NOWAIP (LOCAL ONLY) 12064 DRAWN BY: SHEET MJH ESCHENFELDER > UTILITY LAYOUT 22 LIC. NO. 045144 DESIGNED BY: IF SEW/WME OF -10 ILL V 4, CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: - V = 301 1 JULY 2014 27 a M ti Ln H O N N ri J O 3 N N N CD O N Z 1 E I E Ln C) ON CD CD Otw 0 0) z CONCRETE COLLAR CLASS A3 RRAIMC N. COVER DETAIL SECTION A-A ,I -HOOK WIRE SUPK ' BELOW TOP COMPACTED SOIL AROUND SIDES 24" MIN. OF, sox %\\l;`&\9; CROUNONG ELECTRODE OPEN BOTTOM I ;"78. *9 ACGR. Apt � 1 1 L4b;D UNDER ENTIRE BOTTOM OF NOTES: SECTION VIEW NOUT ENTRANCE A m 11�11 P,,,",\,DS, PEDE�'�TAI_S, TIHE" RiGH11' 0"", vIlv"A Y, 5 1"AilL P "S C SHALL BASE COVER NOUT ENTRANCE A GOOD FOUNDA ION MATERIAL ROC�','Y FOUNDATION MATERIAL, I I, BEI NG, m )XES, TRIANSFC)RiN,4,'R� BE LOC"All-E,,T) P,,,",\,DS, PEDE�'�TAI_S, TIHE" RiGH11' 0"", vIlv"A Y, 5 1"AilL P "S C SHALL BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS NOTES: A AR E S FNSWO GRAM 3/4" CHAMFER 0 CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 10, FINISHED GRADE GRADE MAXIMUM WIDE RED PLASTIC LOCATOR TAPE &' TO $'* E N ONE N S E 1- E E I'X E S] R(l K LOCATOR TAPE LOCATOR TAPE i 11 THE, S(DIL 0,R ,t-_ TH EN 0,",el, P AC A 4'1 E\ E D D "I F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ..... ............ JUNCTION BOX FOR NON-DELIBERATE TRAFFIC USE VIRGINIA DEPARTMENT OF TRANSPORTATION GOOD FOUNDA ION MATERIAL ROC�','Y FOUNDATION MATERIAL, I I, BEI NG, _PN('TK,`iN Nt,),"I )XES, TRIANSFC)RiN,4,'R� BE LOC"All-E,,T) P,,,",\,DS, PEDE�'�TAI_S, TIHE" RiGH11' 0"", vIlv"A Y, 5 1"AilL P "S C SHALL BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS NOTES: A AR E S FNSWO GRAM 3/4" CHAMFER 0 CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 10, FINISHED GRADE GRADE MAXIMUM WIDE RED PLASTIC LOCATOR TAPE &' TO $'* GOOD FOUNDA ION MATERIAL ROC�','Y FOUNDATION MATERIAL, I I, BEI NG, POLE HANDHOLE 5 1"AilL P "S C GROUND LUG BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS NOTES: PROPOSED PAVEMENT FNSWO GRAM 3/4" CHAMFER WATER SEWER CONTRACTOR SHALL INSTALL A 4" MINIMUM TO 5CRAP'... THE" 13C)TT0,11' TI,'t',, lN','F`Nfl`_i!, FINISHED GRADE GRADE MAXIMUM WIDE RED PLASTIC LOCATOR TAPE &' TO $'* E N ONE N S E 1- E E I'X E S] R(l K LOCATOR TAPE LOCATOR TAPE BELOW FtNtSHED GRADE AND DIRECTLY ABOVE BURIED CONDUIT OR CONDUCTOR CABLES. EXCEPT UNDER PAVEMENT, THE, S(DIL 0,R ,t-_ TH EN 0,",el, P AC A 4'1 E\ E D D "I F CONDUIT INSTALLED UNDER EXISTING OR PROPOSED i5s S E, L.,C)CATION OF OTHER U1_4,1_1:�ES ROADWAYS FOR DIRECT BURIED CABLES SHALL EXTEND 24" BEYONOTHE PAVED SURFACE AND,4OR SIDEWALK (GAS, PH"NE, CABLE, r! C FOUNDATION IN P 0 (),11R, S 0 1 L LJIN D E R - C U T CONDITION WHERE CONDUIT FOR POWER AND CONDUIT FOR COWACATION ARE TO BE INSTALLED IN CLOSE PROXIMITY TO PLACED EACH OTHER, CONDUITS SHALL 13E PARALLEL IN RM ME E' A Sf"WE`'�� 01NILY 21l' P4,11NIMUt,,il, A COMMON TRENCH WITH NO LESS THAN W OF SEPARATION ................. . . I em SEPARATION BETWEEN CONDUIT SYSTEWS. ViI lNmAL I�`\ACKIi'L, J t -n, r. s 0 1 L-11"", 1I - Y fill *8ACXFfLL MATERIAL BELOW TI LL SHALL BE SANDY B A S A, SEE PA P-1111" FILL I(FREE OF ANY STONES, CINMRS. WOOD. STS, S'-'W[,.R SYSTEMIS, DEEMS, ETC.) 77 0 ONE OR MORE CONDUITS AS REOUIREO W)Fz E DIRECT BURIAL NONMETALLIC OR r �' A WAIER O S�_V01.11A EA\,E,,AEN, &ONE OR MORE CONDUCTOR CABLES AS REQUIRED. NONMETALLIC OR CONDUCTOR CABLE METAL CONODUIT 0" METAL CONDUIT B E Al-JI-OWED 90" RIG11,11T WAY, OFFSETTING OF CONDUIT MAY BE USED FOR TEND INTO INIIIAL BACKFIL.L, EXISTING CONDUIT SYSTEMS OR SYPASSINO OBSTRUCTIONS 3 -1- 1-1 E IN I T I A 1- BA�',,IAFILL "S'l-IALl BlE, P'LAC', 11-I'D AND C. A C TIE, D IN 6� =ei `— AS DIRECTED BY THE ENOINEER NON -PAVEMENT AND PROPOSED PAVEMENT AREA INSTALLATION IN THE TRE.NCH, WHEN OFFSETTING CONDUIT TO BYPASS AN OBSTRUCTM, S 5, B EL L HOLES SHA"ILL, IBE 111IG OU UTILITY LOCATIONS EASEMENT THE CONDUIT SHALL MAINTAN A MINIMUM CLEARANCE OF 12" ECM- 2 FROM THE CLOSEST PC 4T OF THE OBSTRUCTION. PAVEMENT SHALL BE RESTORED IN ACCORDANCE EXISTING *ITH THE CONTRACT PAVEMENT PROVISIONS. N S FiC,, Al -I N S' TD, COMPACTED BACKFILL CONDUIT LINE [PROJECTED 0 »NTH OF OFFSET NONMETALLIC OR METAL CONDUIT METHOD OF OFFSETTING CONDUIT EXISTING PAVEMENT AREA INSTALLATION XVC>OT ELECTRICAL CONDUIT AND CONDUCTOR SPECIFICATION CABLE RE FERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 1 REVISION DATE UNDERGROUND INSTALLATION 700 t318.10 (16-15-2009 VIRGINIA DEPARTkhENT OF TRANSPORTATION GOOD FOUNDA ION MATERIAL ROC�','Y FOUNDATION MATERIAL, I I, BEI NG, 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 Lj phone: (804) 275-8301 # fax: (804) 275-8371 w w w . d e I t a a i r p o r t . c Q, m L U r NO. REVISIONS BY APP. DATE <5 I Mt,jsii "'F El AIJ-11" At, X53 A A P ___ . . ..... B' AN"CH S I VP I 01, 82V,� 6 A* "A N XM, , %001 VALVE Y= F 001, ul 'z M\ 2 Vi"_ 6A)k l . J. I A 4, . .... ....... . . .. �\l S-11F N,,,AJP,�, VN" A�J_ Nt", 'Y� S" L Nk, A LV E Ai'l Hl E A, A 5 Hill )U�",S '%NIPH' AND i"II �_C`t'f ��FAIE, 2, NTAM A kl,,,IN� r,,'0,`v' THE hvl,,AV'l 11C, THf, H\v[\),'�'�ANT 3, F " ) 1 � A N X4AIE 'SOL", ',L( ,'.a: AiAY HKAN Nll� z 4 -Vi- LVE ALIi`,l_,D it_) F� ritn, 1 NI-) T 1 D I T 'C" 1, IS NO AIAL,�OVE,"', i"N" 71,1111E I Az Hli Y I FAIN"IS ",3H 3E INIIST u F E H L 11 IN TH- H`\ "U"'s E Q U El 1AVE1 M',' 'ALI DPY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TDI - 7 4' Op NA—TH Z_ 01 ILLIXM M. ESCHIENIFELDER > LICNO 045144 BOA e� f S/0NAL 0 SEE POI SEE POLE DETAIL POLE HANDHOLE 5 1"AilL P "S C GROUND LUG BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS 2" CLEAR (MIN.) AS REQUIRE D 3/4" CHAMFER WATER SEWER ALL. AROUND 5CRAP'... THE" 13C)TT0,11' TI,'t',, lN','F`Nfl`_i!, 30" GRADE I E N ONE N S E 1- E E I'X E S] R(l K At�l THE, S(DIL 0,R ,t-_ TH EN 0,",el, P AC A 4'1 E\ E D D "I F i5s S E, L.,C)CATION OF OTHER U1_4,1_1:�ES (GAS, PH"NE, CABLE, r! C FOUNDATION IN P 0 (),11R, S 0 1 L LJIN D E R - C U T CONDITION 0 M "M "N RM ME E' A Sf"WE`'�� 01NILY 21l' P4,11NIMUt,,il, . . ........................ ................. . . I em SEWER 1 N '!V11, L)IN,"ll ViI lNmAL I�`\ACKIi'L, J L -n, r. s 0 1 L-11"", 1I - Y 3 1 k`i,> 5,1C)NE B A S A, SEE PA P-1111" 3, Pi'\RAGIRAIF,"ll SEPA,RATIC,),lN' OF & S'-'W[,.R SYSTEMIS, A_' 1�tDll_ 0 W)Fz E L 1 !i E S r �' A WAIER O S�_V01.11A EA\,E,,AEN, C, J E A I 1' _ S D I] . E ,l,,A`l S Al-l-OWl' 11 N fI�IS 0" 2 R (S E, 1111-1 T H A N 6 " �N AN\,,-' DIMENS�N S 1-41 A L L R 0, C K S L A C", B E Al-JI-OWED 90" RIG11,11T WAY, INIIIAL BACKFIL.L, 3 -1- 1-1 E IN I T I A 1- BA�',,IAFILL "S'l-IALl BlE, P'LAC', 11-I'D AND C. A C TIE, D IN 6� =ei `— "S G Of N, �') 011f-i ANK"ll R FR(,)ZEN tvlATP,'�IIAL. H A 1_ 1, 3, AL,0WD F 1'' IN THE TRE.NCH, S 5, B EL L HOLES SHA"ILL, IBE 111IG OU UTILITY LOCATIONS EASEMENT WIDTHS DUCTILE IRON WATER PIPE INSTALLATION & B EDDING N S FiC,, Al -I N S' TD, 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 Lj phone: (804) 275-8301 # fax: (804) 275-8371 w w w . d e I t a a i r p o r t . c Q, m L U r NO. REVISIONS BY APP. DATE <5 I Mt,jsii "'F El AIJ-11" At, X53 A A P ___ . . ..... B' AN"CH S I VP I 01, 82V,� 6 A* "A N XM, , %001 VALVE Y= F 001, ul 'z M\ 2 Vi"_ 6A)k l . J. I A 4, . .... ....... . . .. �\l S-11F N,,,AJP,�, VN" A�J_ Nt", 'Y� S" L Nk, A LV E Ai'l Hl E A, A 5 Hill )U�",S '%NIPH' AND i"II �_C`t'f ��FAIE, 2, NTAM A kl,,,IN� r,,'0,`v' THE hvl,,AV'l 11C, THf, H\v[\),'�'�ANT 3, F " ) 1 � A N X4AIE 'SOL", ',L( ,'.a: AiAY HKAN Nll� z 4 -Vi- LVE ALIi`,l_,D it_) F� ritn, 1 NI-) T 1 D I T 'C" 1, IS NO AIAL,�OVE,"', i"N" 71,1111E I Az Hli Y I FAIN"IS ",3H 3E INIIST u F E H L 11 IN TH- H`\ "U"'s E Q U El 1AVE1 M',' 'ALI DPY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TDI - 7 4' Op NA—TH Z_ 01 ILLIXM M. ESCHIENIFELDER > LICNO 045144 BOA e� f S/0NAL 0 SEE POI SEE POLE DETAIL REINFORCING 12" PVC CONDUIT(S) AS REQUIRED - SEE NOTE 2 .... ------ UNDISTURBED SOIL OR WELL COMPACTED BACKFILL ALL AROUND Aj LIGHT POLE FOUNDATION DETAIL NTS NOTES: 1. CONCRETE COMPRESSION STRENGTH IN 28 DAYS TO BE 3000 PSI MINIMUM, Z FOUNDATION DESIGN SHOWN IS CONCEPTUAL. POLE FOUNDATION DESIGNS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA. 1 ANCHOR BOLTS AND BASE PLATE SIZE AND LENGTH AS REQUIRED BY POLE MANUFACTURER, IF FOUNDATION DIAMETER MUST BE INCREASED TO ACCOMMODATE BOLT PATTERN, CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST TO THE OWNER. 4. FOUNDATION AND POLE SHALL BE ORIENTED TO ACHIEVE THE LIGHT ORIENTATION RELATIVE TO THE PARKING LOT, APRON, AND GATE AS INDICATED ON THE PLANS. 5. SHOP DRAWINGS - APPROVED SHOP DRAWINGS REQUIRED FOR ALL POLES, FIXTURES, BALLAST, ISO DIAGRAM, AND FOUNDATION DESIGN. 6. LIGHT POLE FOUNDATION IS INCIDENTAL TO THE LUMP SUM PARKING LOT LIGHTS PAY ITEM. 15' GAI,.,VAMl,,,.,`ElD `,VITNESS POST %AvTTH" ED E`NDS P AID I-"'D BLUiE !N RE,,,'vIC`iI , A R, it `S §" r 0,REl_"TE,,),, LC)CATION ,,A`I' BE fu fll(,'�,IIWAY DE.IPARTI'vi� PIT AF`PI`iC`,,VALl 1 N, 1 S H ED GPi Ad',) "s _A 's \Y"`.6, .. . .. . ........... \0 ........... .-,I Al,'TUSIABLE VALVL 6C`,X W/ J0, iti Fr E .. . ................ . ... . ... _, VALVE ...... . \",\",,: ,"", --- ........ T ----------- -- ............ . . . . . . It J LINE . . .... ....... k t Al . . I ....... C C R E-1 E 2 A N 'A I If-IRUS! BLO('.�, 2'\, IS F , A RE A, A 'd 4 ti A ..... . ..... . . __ Nl('),TE' fN REN10"FE AREAS, VALVE BOXES 511411ALIL EXTEND 0 (6) S Al"ROVI- TYPICAL GATE VALVE NS 1" IG, IN - 5 'T I SURFACE PARKING EXPANSION UTILITY DETAILS AIP NO. NON-AIP (LOCAL,ONLY) DRAWN BY: MJH DESIGNED BY: SEW/WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 QAEET 2( OF 2 POLE HANDHOLE GROUND LUG BASE COVER GROUNDING CONDUCTOR ANCHOR BOLTS 2" CLEAR (MIN.) AS REQUIRE D 3/4" CHAMFER ALL. AROUND 30" GRADE I REINFORCING 12" PVC CONDUIT(S) AS REQUIRED - SEE NOTE 2 .... ------ UNDISTURBED SOIL OR WELL COMPACTED BACKFILL ALL AROUND Aj LIGHT POLE FOUNDATION DETAIL NTS NOTES: 1. CONCRETE COMPRESSION STRENGTH IN 28 DAYS TO BE 3000 PSI MINIMUM, Z FOUNDATION DESIGN SHOWN IS CONCEPTUAL. POLE FOUNDATION DESIGNS SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA. 1 ANCHOR BOLTS AND BASE PLATE SIZE AND LENGTH AS REQUIRED BY POLE MANUFACTURER, IF FOUNDATION DIAMETER MUST BE INCREASED TO ACCOMMODATE BOLT PATTERN, CONTRACTOR SHALL DO SO AT NO ADDITIONAL COST TO THE OWNER. 4. FOUNDATION AND POLE SHALL BE ORIENTED TO ACHIEVE THE LIGHT ORIENTATION RELATIVE TO THE PARKING LOT, APRON, AND GATE AS INDICATED ON THE PLANS. 5. SHOP DRAWINGS - APPROVED SHOP DRAWINGS REQUIRED FOR ALL POLES, FIXTURES, BALLAST, ISO DIAGRAM, AND FOUNDATION DESIGN. 6. LIGHT POLE FOUNDATION IS INCIDENTAL TO THE LUMP SUM PARKING LOT LIGHTS PAY ITEM. 15' GAI,.,VAMl,,,.,`ElD `,VITNESS POST %AvTTH" ED E`NDS P AID I-"'D BLUiE !N RE,,,'vIC`iI , A R, it `S §" r 0,REl_"TE,,),, LC)CATION ,,A`I' BE fu fll(,'�,IIWAY DE.IPARTI'vi� PIT AF`PI`iC`,,VALl 1 N, 1 S H ED GPi Ad',) "s _A 's \Y"`.6, .. . .. . ........... \0 ........... .-,I Al,'TUSIABLE VALVL 6C`,X W/ J0, iti Fr E .. . ................ . ... . ... _, VALVE ...... . \",\",,: ,"", --- ........ T ----------- -- ............ . . . . . . It J LINE . . .... ....... k t Al . . I ....... C C R E-1 E 2 A N 'A I If-IRUS! BLO('.�, 2'\, IS F , A RE A, A 'd 4 ti A ..... . ..... . . __ Nl('),TE' fN REN10"FE AREAS, VALVE BOXES 511411ALIL EXTEND 0 (6) S Al"ROVI- TYPICAL GATE VALVE NS 1" IG, IN - 5 'T I SURFACE PARKING EXPANSION UTILITY DETAILS AIP NO. NON-AIP (LOCAL,ONLY) DRAWN BY: MJH DESIGNED BY: SEW/WME CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE JULY 2014 QAEET 2( OF 2 E E a N r-I Ln n Ln O N N J oJ } ' J a 3 � a 0 3 z 0 z ° •1• 1� 603 •11 597 r z co W a � O °UC6 Waco Cl 00 � � F z 0 > 3 0 >�? °O> >wz D101 yA �,� 54-Lbbe . SLOPE CP, CLASS III 1.30% •1• 603 1 •11 597 1 MI Oa s Lo c' 3 oC o 594 (0,. 594 9 +90 10 +20 10 +50 10 +80 D101 - D102 D201 - E202 LEGEND EXISTING GRADE PROPOSED GRADE EXISTING WATER LINE PROPOSED PIPE € M I )w t -10�(° W ° u� "I": F- F: 01 c� Z >_0) 606 603 ° F- ''^^ H x VJ Q x 606 C4; N o£ C,�: = x x 0¢' }a �J W'fn> W > ° 2 Li > F- 111 �I- i- 0w.,ww I-Emr W cn? w W r� ;... 9 +90 10 +20 10 +50 i 11 +10 600 Flo oq� 600 o h 603 x D400° a40'I N" x , 603 TO BE I 597 REMOVED y 600 FmE '; y�. . 600 24 LF 15.. 594 Ss SLOPE �I 597 - 2.% +I 597 ch aD M 4 } M 140) 591 co LO 591 a O ... > zz X O z -- - 594 \\ Z 5 94 588 I N t` o ap rn 591 (° co $ co V 591 9 +90 10 +20 10 +50 D201 - E202 LEGEND EXISTING GRADE PROPOSED GRADE EXISTING WATER LINE PROPOSED PIPE D400 - E402 609 TEST HOLE 10 EX GROUND: 607.0 ' 3 I TOF' CO NC: 605.72 606 x x 3 *602.79* 42" MIN 603 *602.56* £ x a , x TEST HOLE 7 In � EX GROUND: 606.81 TEST HOLE 6 X-,\"---,-\, �"° 8" WATER LINE: 603.11' EX GROUND: 606.91 3 12; WATER LINE: X02.31 600 x , 597 594 x �E� *600.99* TEST HOLE 5 EX GROUND: 6Q4.54 12" V /ATER LINE: 6Q0.04 I , £ TEST HOLE 4 EX GROUND: 602.90 4, WATER LINE;: 589.05 •1• 01 . 603 1 •11 597 I 594 I w )w t -10�(° W ° u� "I": F- F: 01 c� Z >_0) " . 603 J °= C) 0) , °W LO >�?�M az�5 603 C4; N o£ C,�: Z ,____ .__..__�Qa__.. w.._. a iW M �' H J 0¢' }a �J W'fn> W > �I- i- 0w.,ww I-Emr W cn? w W r� ;... 9 +90 10 +20 10 +50 fn Co 11 +10 600 Flo oq� 600 o h D400° a40'I N" 597 597 FmE '; y�. 594 24 LF 15.. 594 Ss SLOPE �I - 2.% ch aD M 4 } M 140) 591 `� LO � . 591 O ... > zz X z -- - C \ 588 (0 588 9 +90 10 +20 10 +50 D400 - E402 609 TEST HOLE 10 EX GROUND: 607.0 ' 3 I TOF' CO NC: 605.72 606 x x 3 *602.79* 42" MIN 603 *602.56* £ x a , x TEST HOLE 7 In � EX GROUND: 606.81 TEST HOLE 6 X-,\"---,-\, �"° 8" WATER LINE: 603.11' EX GROUND: 606.91 3 12; WATER LINE: X02.31 600 x , 597 594 x �E� *600.99* TEST HOLE 5 EX GROUND: 6Q4.54 12" V /ATER LINE: 6Q0.04 I , £ TEST HOLE 4 EX GROUND: 602.90 4, WATER LINE;: 589.05 •1• 01 . 603 1 •11 597 I 594 I ALBEMARLE COUNTY SERVICE AUTHORITY 12" WATERLINE PROFILE *INDICATES COMPUTED ELEVATION. NO TEST HOLE EXCAVATED AT THIS POINT* NOTE: 1. MINIMUM 42" OF COVER ABOVE WATERLINE ` ` £ 609 � _ 1 609 - _______________ VPl STA = 11 +53.49 VPI STA = 10 +55.24 EL 606. VPI STA = 12 +1;9.29 r` ? = _ VPI EL 605.23 i 59 VPI EL = 6106.2Q o CURVE LEN = 20.Q0 + � VP1 3 ; CURVE LEN = 26.43 LURVE LEN =X0.00 N (0 _ 612 3 612 a, a by .. r aaaaaa..vvuw.. v... a q 3 u € € € € i ___�_..._ . _. _ as 606 3 6 M s 3 s � � x an�Wa�� _� J x Ln 3 j LO .- co W + € r O CM I II (0 i I II II J O t II J € w + (D Cl- 609 (% d [ d II W 609 42" MIN ; , x x £ ._ ________ ____ __________:._. _ _____ ` 603 € € , x E x 603 a i £ i x , , *600 99* E \ e x € e I g E i i € x , 3 £ J 3 1 i € I e, e � . € i / y a ' E x .. ... j. , .. C- 0.60 / 609 1 609 606 �1 3 9 � 606 _ _ 600 .... _- I 600 ________________ TEST HOLE 3 € It I EX GROUND: 605.83 I__ �(0 � Cl) TEST HOLE 1 ` STA = 10 +4 .00 i = w, °° " " °" " " " ° ° ° °° "`� �� o rn c" + (0 12" WATER LINE: 601.83 TEST HOL 2 (n i a co N EX GROUND: 608.51 EL = 606.74 N _ j � o o I E GROUND: 60648 EXCAVATED TO 8, o 00 _ p I u o 0) o ° j 12 W/�TER LINE: 600188 b„a m I 3 CN ° era EI Q r II NO UTILITIES FOUND 606 °- 606 603 + o o i Iw c� w 603 BTM HOLE: 600.51 } jv� x £ , , r v vvv x £ mmm x x x i x x _ ______________ ______.____..._..____....._._._ ......_......._..._..... _ ___.__„....__.._..._... .......___.........._.._.._.._. ...._... ._ ��_�.___.._.____..____.____ �__ w_____ �_____________ �._._ �____ �_______ ____W_.___�._._____._...__.____ _____ _ ___�_�_________________________ ___ _ �___ �_______________________________ _______________________�_____�. ._____.___.._____�_ _� _ _ 597 _._....___ ______ __.____..._...._______ o r� �; E E , , € x £ FIRE HYDRANT. II W= I I I 36" MAN SEE DETAIL. 00 U) w > > S> > > > > ; I as O:_.. > > _ > > I w` 3 i ......:£ ...... U) 600 594 603 i i £ x x x x , , a � d I j i 90° BEND ? ! CO N` 003 d'I +i �£ 6" DIP CL 52 m, � LO V1 o E 600 600 597 1 597 £ 1(401 591 TIE INTO EXISTING WATERMAI - ______ �_.____ �._________________ a___.__________.___ m _______.___.___..______________ . _ _ ________.___.__._.. __. _ _ _ _ __ _ __ __ ___ _________ _____ ______._..._..._.___....____._. �_._ �_�____�_�__.__M_M__ _________._�__.__ _ __.. __ . __________ ___n...______ ________ ___.�__.____...__... _ ____ __ __________________ _ _ 591 (�_�_. , € WITH 8" x 6" TAPPING SLEEVE 9 0 __Q E 3 I 11 1 1 0 x I ' AND VALVE. x € € x x ` +9 10 +20 10 +50 10 +80 11 +10 11 +40 +70 2 +00 2 +3 04 00 �.... ° M Ck f� a 0) "0.. 0 't ale ° °° N Sr_� �'£ `° L6 � L6 s' 6 4 � � (6 M ", (6 mill, � RWSA 12" WATERLINE PROFILE (o€ o ,n cn� � cn \ (� o m co \ i E 597 C CD " 597 594 � °'"' C) ° l ° � 594 h� (0 �= (1, (03l. cc Q01 C0 esP CD QJ (0,(D- CO�aq. (0 Ql", C4 t *INDICATES COMPUTED ELEVATION. NO 9 +90 10 +20 10 +50 10 +80 9 +90 10 +20 10 +50 10 +80 11+10 11+40 11+70 12 +00 12 +30 12 +60 12 +90 13 +20 TEST HOLE EXCAVATED AT THIS POINT* FIRE HYDRANT BASELINE "ENTRANCE CL" NOTE: 1. PRIOR TO BEGINNING GRADING OPERATIONS, THE CONTRACTOR SHALL, IN THE PRESENCE OF A REPRESENTATIVE FROM THE RWSA, EXPOSE THE EXISTING 12" RWSA WATERLINE IN AT LEAST TWO LOCATIONS BETWEEN STA 9 +90 AND STA 10 +80 FOR THE PURPOSE OF VERIFYING THE LINE'S EXISTING GRADE. 2. IF THE WATERLINE IS FOUND TO BE AT AN ELEVATION WHICH WILL PROVIDE 42" OF COVER UPON COMPLETION OF GRADING, THE CONTRACTOR MAY BEGIN GRADING. 3. IF THE WATERLINE'S ELEVATIION IS FOUND TO PROVIDE INSUFFICIENT COVER (I.E. LESS THAN 42 "), THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING, PROVIDE COPIES OF ALL TESTS RESULTS, AND REQUEST DIRECTION AS TO HOW TO PROCEED. IF THE COVER IS INSUFFICIENT BY SIX INCHES OR LESS, THE CONTRACTOR SHALL ANTICIPATE THAT THE ENGINEER WILL PROVIDE REVISED GRADES. IF THE COVER IS INSUFFICIENT BY MORE THAN SIX INCHES, THE CONTRACTOR SHALL ANTICIPATE THE NEED TO LOWER THE WATERLINE. �G1� O_ NW TI -1 o SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 9711 Farrar Court Suite 100 "a \ MJH Richmond, Virginia 23236 �� x� @ �� DRAINAGE & WATERLINE & DRAWN BY: SHEET 6 EscH�NFE�DE� DESIGNED BY: 25 Li phone: (804) 275 -8301 fax: (804) 275 -8371 Llc.�° °45144 CENTERLINE PROFILES sE,�,,,,,ME of ,a 3 CHANGE ORDER NO. ONE (1) PJW WME 2/13/15 w w w. d e l t a a i r p o r t. c o m °�..r= �. �� u CONSULTANTS, INC. �s C >� SCALE DATE: r NO. REVISIONS BY APP. DATE S-to �' CHARLOTTESVILLE - ALBEMARLE AIRPORT HORIZ: 1" = 30' 27 vERr: 1° = 3' JUL 2014 u� "I": q Tl�'' " . 0? 0� L") E i o= 591 I CO o (x, C4; N o£ C,�: Loa o (0 � (0 CX 0 (0�: ��e u) 591 9 +90 10 +20 10 +50 10 +80 11 +10 11 +40 11 +70 12 +00 12 +30 ALBEMARLE COUNTY SERVICE AUTHORITY 12" WATERLINE PROFILE *INDICATES COMPUTED ELEVATION. NO TEST HOLE EXCAVATED AT THIS POINT* NOTE: 1. MINIMUM 42" OF COVER ABOVE WATERLINE ` ` £ 609 � _ 1 609 - _______________ VPl STA = 11 +53.49 VPI STA = 10 +55.24 EL 606. VPI STA = 12 +1;9.29 r` ? = _ VPI EL 605.23 i 59 VPI EL = 6106.2Q o CURVE LEN = 20.Q0 + � VP1 3 ; CURVE LEN = 26.43 LURVE LEN =X0.00 N (0 _ 612 3 612 a, a by .. r aaaaaa..vvuw.. v... a q 3 u € € € € i ___�_..._ . _. _ as 606 3 6 M s 3 s � � x an�Wa�� _� J x Ln 3 j LO .- co W + € r O CM I II (0 i I II II J O t II J € w + (D Cl- 609 (% d [ d II W 609 42" MIN ; , x x £ ._ ________ ____ __________:._. _ _____ ` 603 € € , x E x 603 a i £ i x , , *600 99* E \ e x € e I g E i i € x , 3 £ J 3 1 i € I e, e � . € i / y a ' E x .. ... j. , .. C- 0.60 / 609 1 609 606 �1 3 9 � 606 _ _ 600 .... _- I 600 ________________ TEST HOLE 3 € It I EX GROUND: 605.83 I__ �(0 � Cl) TEST HOLE 1 ` STA = 10 +4 .00 i = w, °° " " °" " " " ° ° ° °° "`� �� o rn c" + (0 12" WATER LINE: 601.83 TEST HOL 2 (n i a co N EX GROUND: 608.51 EL = 606.74 N _ j � o o I E GROUND: 60648 EXCAVATED TO 8, o 00 _ p I u o 0) o ° j 12 W/�TER LINE: 600188 b„a m I 3 CN ° era EI Q r II NO UTILITIES FOUND 606 °- 606 603 + o o i Iw c� w 603 BTM HOLE: 600.51 } jv� x £ , , r v vvv x £ mmm x x x i x x _ ______________ ______.____..._..____....._._._ ......_......._..._..... _ ___.__„....__.._..._... .......___.........._.._.._.._. ...._... ._ ��_�.___.._.____..____.____ �__ w_____ �_____________ �._._ �____ �_______ ____W_.___�._._____._...__.____ _____ _ ___�_�_________________________ ___ _ �___ �_______________________________ _______________________�_____�. ._____.___.._____�_ _� _ _ 597 _._....___ ______ __.____..._...._______ o r� �; E E , , € x £ FIRE HYDRANT. II W= I I I 36" MAN SEE DETAIL. 00 U) w > > S> > > > > ; I as O:_.. > > _ > > I w` 3 i ......:£ ...... U) 600 594 603 i i £ x x x x , , a � d I j i 90° BEND ? ! CO N` 003 d'I +i �£ 6" DIP CL 52 m, � LO V1 o E 600 600 597 1 597 £ 1(401 591 TIE INTO EXISTING WATERMAI - ______ �_.____ �._________________ a___.__________.___ m _______.___.___..______________ . _ _ ________.___.__._.. __. _ _ _ _ __ _ __ __ ___ _________ _____ ______._..._..._.___....____._. �_._ �_�____�_�__.__M_M__ _________._�__.__ _ __.. __ . __________ ___n...______ ________ ___.�__.____...__... _ ____ __ __________________ _ _ 591 (�_�_. , € WITH 8" x 6" TAPPING SLEEVE 9 0 __Q E 3 I 11 1 1 0 x I ' AND VALVE. x € € x x ` +9 10 +20 10 +50 10 +80 11 +10 11 +40 +70 2 +00 2 +3 04 00 �.... ° M Ck f� a 0) "0.. 0 't ale ° °° N Sr_� �'£ `° L6 � L6 s' 6 4 � � (6 M ", (6 mill, � RWSA 12" WATERLINE PROFILE (o€ o ,n cn� � cn \ (� o m co \ i E 597 C CD " 597 594 � °'"' C) ° l ° � 594 h� (0 �= (1, (03l. cc Q01 C0 esP CD QJ (0,(D- CO�aq. (0 Ql", C4 t *INDICATES COMPUTED ELEVATION. NO 9 +90 10 +20 10 +50 10 +80 9 +90 10 +20 10 +50 10 +80 11+10 11+40 11+70 12 +00 12 +30 12 +60 12 +90 13 +20 TEST HOLE EXCAVATED AT THIS POINT* FIRE HYDRANT BASELINE "ENTRANCE CL" NOTE: 1. PRIOR TO BEGINNING GRADING OPERATIONS, THE CONTRACTOR SHALL, IN THE PRESENCE OF A REPRESENTATIVE FROM THE RWSA, EXPOSE THE EXISTING 12" RWSA WATERLINE IN AT LEAST TWO LOCATIONS BETWEEN STA 9 +90 AND STA 10 +80 FOR THE PURPOSE OF VERIFYING THE LINE'S EXISTING GRADE. 2. IF THE WATERLINE IS FOUND TO BE AT AN ELEVATION WHICH WILL PROVIDE 42" OF COVER UPON COMPLETION OF GRADING, THE CONTRACTOR MAY BEGIN GRADING. 3. IF THE WATERLINE'S ELEVATIION IS FOUND TO PROVIDE INSUFFICIENT COVER (I.E. LESS THAN 42 "), THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING, PROVIDE COPIES OF ALL TESTS RESULTS, AND REQUEST DIRECTION AS TO HOW TO PROCEED. IF THE COVER IS INSUFFICIENT BY SIX INCHES OR LESS, THE CONTRACTOR SHALL ANTICIPATE THAT THE ENGINEER WILL PROVIDE REVISED GRADES. IF THE COVER IS INSUFFICIENT BY MORE THAN SIX INCHES, THE CONTRACTOR SHALL ANTICIPATE THE NEED TO LOWER THE WATERLINE. �G1� O_ NW TI -1 o SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 9711 Farrar Court Suite 100 "a \ MJH Richmond, Virginia 23236 �� x� @ �� DRAINAGE & WATERLINE & DRAWN BY: SHEET 6 EscH�NFE�DE� DESIGNED BY: 25 Li phone: (804) 275 -8301 fax: (804) 275 -8371 Llc.�° °45144 CENTERLINE PROFILES sE,�,,,,,ME of ,a 3 CHANGE ORDER NO. ONE (1) PJW WME 2/13/15 w w w. d e l t a a i r p o r t. c o m °�..r= �. �� u CONSULTANTS, INC. �s C >� SCALE DATE: r NO. REVISIONS BY APP. DATE S-to �' CHARLOTTESVILLE - ALBEMARLE AIRPORT HORIZ: 1" = 30' 27 vERr: 1° = 3' JUL 2014 + SMALL UNDERSTORY TREE + CANOPY TREE x EVERGREEN TREE (: SMALL EVERGREEN TREE X CANOPY TREE x LARGE EVERGREEN SHRUB 0 SMALL EVERGREEN SHRUB O DECIDUOUS SHRUB -- EDGE OF MULCH /PLANTING BED f UNDERSTORY TREE GROUNDCOVER AREA PROPOSED PLANT KEY County of Alleernarle ('onsemaxtion Plan T.Irerlek" "f ` ,Tkl he pl ced On T <an4s a r Plaits" (llandliaook, pp, Tfl 28 `-f l f 297 for complete w eeaf caf atarrr) T..fa fat € teal t s €terra . hal f rsahaawn an €.h a�'rL Treat €t r as ed,' Limit.,; O a � nngg t l "baa.a. 11 ,p i,a o ua.,, to k svcd, ' ' '.. is .axE a;? i I `;f er p rsl.a.S:° v a 11 §aa•2 o'g,; All irecs w be "a%f,. shall be o-'e ied Sa iuht pri, . k or "h , x ":) . at 1 hb ,." < cknli v Y lao'ibl tot'qubp't1,>nnt 0p`4�ti� >�..$`��,'`, as i C L. ail. `'f�..... f.4ue,.t i td an > ,fE� l.ff� a .R�. �„ �a art" fa�lc6 rt f a r t I - v: ; °T c,6a.„'w a 4u d ,4Ft IaeCtat 9x .t et s' a,a:, s.a =aII >. it" ,acd %,k llt tIII eo. ct a krn '=.t.e�. s rat ernt r () r faun aaraf * ta" i kavo gzqarwnem, wv.a.ceter a €aaflxa an orage (4 -c n'smuytk,r'm terinx "',ac ' dot "a �Ah5 "zx lot t tcx,,.incd wiihnn che drx:fl,tawcta Wev vi he 'rlvf.a.$.. dc'f icc"� l not adven',, .f „f w to, lo I'lulK F ire, a're not 2c r afa,av S,. �f ithit" I (X[ f ek a > i)e (b ,a_ >a of a,, ccs o be , aakavd' ��Marf . r£arlw Toxic .rwve „, Is ttl.s ,lot ,,a, e;a)red "'� I €lrx_t -inl a ec, (A' f drip J be, , €.. sores to bw 'sav"ed, IrufiSr€ "T. <a6m, a rand.. w lk ret'ai red v, Wilt, 41 °evt of a a I), °. &.< i t.aaa,s.tr,„ : f..3.aa�.2P. � i.'O".,y AllodI be by 13nfit €i "g' FA•w ing ;;,,r,l tear. in pslxacc a€ "d shaff tie I r"s'r'wctCd .r.,ks .:7t.pr a Yel by... f. tlai!z :+l'tf.c"o to k", ,aa A ,rat doe or con t'•ax r=ated. >a: ?f.'� va C g _�"oumd 110'0 a.:.i .am %.skc 93 sari ndx >. zax,._.a,- of a tree to ix ..a•c",aa, as ,:cif: >0 a: hlS.a.! , b pe�Ouied wwil a an i, di <x..l ..Eras difs.,aaa saabtndne'J ttio approval ,v ws.a +2 sl$e ga ?.'md fa. ,.aa.Fr ! a to fff..;.fax tiiea.k,i� , f �...,. *,i.' a tr .a. 10, be saws.., .a wee wn'.l hl...,1 ,. st e, mY,fvxc3.a":r\ ,.fP ➢d caTn 4 aa>9o:.a ..wail r,ia l r .x, l Ito _ l l< 'f'tsr� Eai�a� �'T'r€rwa�a rx �d s s s e" in j" a a I' ma" a s sr rlsisa tE f sat &i 31 i c faate aaal \.•. �. €€ 4i. it a3L 3lada la a'x dial x: i€a.a 3°tAala T�..y >.a. k' 1'3Ja> a,l a €I ;e ,, am"e .,,..,, 4\, efaxrs iiCItI aa;T .a.. ka1 .1._b.9.a,la ri c. w I , t xa 0v c i P a xa.q ,A3i atsCaN r$ ,ir.ne° axis .ct Sto o,,o d ma rt'K t perat.al= €ia f .c.1 �g shalI be fbe .,a „€ i1cir.sr.nmo' =f ;.r, v the t...a c'r x,at,, Daleagvd uee'..\”' Thal a sac tf , d cau._t te"v by, t a f yew r t a_ia e b? a ,rat spcciafi u, NOTE: TIS THE DEVELOPER'S RF,41f),,NSITff., lV ItiCONFER WITH THE CON"T CTTdTiON TREE (X)NNSERVA IO c. () T l :ACT Ipf:fcCH ��t,R SIGN c f URE (DAT'E) L 02 - PLANT KEY AND NOTES SCALE: NTS I COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW COMMENTS DTA DTA 7122114 4 ADDENDUM NO. TWO (2) DTA DTA 8125114 !. NO. REVISIONS I BY APP. DATE 1 ♦�i � 1 ��! �� 1�iff a J � ON 2:I 'SLOPES 15 1 1 _.. \ � VP t -i--� _ i I A: j � ON 2:I 'SLOPES 15 1 1 _.. \ � VP t -i--� _ i I A: 01 - LANDSCAPE PLAN `h SCALE: I - 20 �LTH 0 SURFACE PARKING EXPANSION AIP NO. JOB NO. ANHOLD ASSOCIA TES DELTA AIRPORT yr NON -AIP (LOCAL ONLY) 12064 .►� 7 -22 -14 �'� DRAWN BY: SHEET LANDSCAPE ARCHITECTURE '' �► DAVID T ANHOLD JF L I 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 LUNUL1AN13IN �� LANDSCAPE PLAN DESIGNED BY: CERTIFICATE No. DTA OF 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 r�I�� 000311 �� SCALE: DATE: phone: (804) 275 -8301 # fax: (804) 275 -8371 # www.deltairport.com LANDSCA4E CHARLOTTESVILLE - ALBEMARLE AIRPORT AS NOTED FEB. 18, 2014 ` TREE PROTECTION FENCING - - `� . SEA C1 IL- PLANS,FOR DTL. - !. ., J , 1 1 \ PROPOSED'TREEL I NE AFTER 1 •, CLEARING AND GRUBBING. OO SEE CIVIL PLANS FOR \ J � EXACT-LOCATION- 3-SS A BIOFILTER N0. 1 APPROX. LIMITS SEE CIVIL PLANS. BIOFI L TER SOIL"' ) \ AREA SHALL BE COVERED WITH o 2" OF HARDWOOD BARK MULCH x:. : LIMITS-6F PROJECT 0 DIS7`URBANCE. SEE; 0 1 i ,CIVIL PLANS. � , i i i• l SA Wi D 01 - LANDSCAPE PLAN `h SCALE: I - 20 �LTH 0 SURFACE PARKING EXPANSION AIP NO. JOB NO. ANHOLD ASSOCIA TES DELTA AIRPORT yr NON -AIP (LOCAL ONLY) 12064 .►� 7 -22 -14 �'� DRAWN BY: SHEET LANDSCAPE ARCHITECTURE '' �► DAVID T ANHOLD JF L I 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 LUNUL1AN13IN �� LANDSCAPE PLAN DESIGNED BY: CERTIFICATE No. DTA OF 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 r�I�� 000311 �� SCALE: DATE: phone: (804) 275 -8301 # fax: (804) 275 -8371 # www.deltairport.com LANDSCA4E CHARLOTTESVILLE - ALBEMARLE AIRPORT AS NOTED FEB. 18, 2014 02 - B10FI L TER N0. 2 LANDSCAPE PLAN (SEE CIVIL PLANS 1- UK L UC;A I I UN) SCALE: 1 " = 20' i : i 1 F' AREA PLANT MATERIALS 13 -AS 5- SAC, - 2 TO�� - ROOT/ ? CANOPY CANOPY SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE i -� EACH SQ. FT. TOTAL SQ. FT. TREES 1\ F/� t� it \ a\ \�� B &B MULTI -TRUNK 130 2210 AR ACER RUBRUM RED MAPLE 13 2.5" CAL. B &B BIOF`ILTER NO.\ 2� 397 5161 CC CERCIS CANADENSIS REDBUD APPR�OX � LI'I`��I T�`,� C VIL, E� 1 6' -7' HGT. B &B PLANS 8IOFILT8 S'OI V CAROLINA CCA CARPINUS NIA AREA! SHALL' BE'. COVERED WITH 11 O 2 OF H WI :C D SACK'. MULCH \ 129 1419 JV JUNIPERUS VIRGINIANA VIRGINIA CEDAR 21 7' -8' HGT. B &B 16 336 JVC JUNIPERUS VIR GIN IANA "CANAERTIP' CANAERTII VIRGINIA CEDAR 36 4' -5' HGT. B &B 16 576 LS LIQUIDIAMBAR STYRACIFLUA "ROTUNDILOBA" ROTUNDILOBA SWEETGUM 11 10 02 - B10FI L TER N0. 2 LANDSCAPE PLAN (SEE CIVIL PLANS 1- UK L UC;A I I UN) SCALE: 1 " = 20' 03 - LANDSCAPE MATERIALS SCHEDULE SCALE: NTS 1 COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 N0. I REVISIONS mm= mmm ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434 -882 -3420 01 - LANDSCAPE PLAN SCALE: I" = 20' DELTA AIRPORT CONSULTANTS, INCe 9711 Farrar Court, Suite 100 4 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 # www.deltairport.com ° 7 -22 -14 DAVID T. ANHOLD CERTIFICATE No. 000311 4 rid LAND'SCNYt A4G �1 SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L-2 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 PARKING AREA PLANT MATERIALS ROOT/ ? CANOPY CANOPY SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE ......... CONT. NOTES EACH SQ. FT. TOTAL SQ. FT. TREES AG AMELANCHIER GRANDIFLORA "AUTUMN BRILLIANCE" AUTUMN BRILLIANCE SERVICEBERRY 17 6' -7' HGT. B &B MULTI -TRUNK 130 2210 AR ACER RUBRUM RED MAPLE 13 2.5" CAL. B &B _ 397 5161 CC CERCIS CANADENSIS REDBUD 25 6' -7' HGT. B &B 124 3100 „ CAROLINA CCA CARPINUS NIA AMERICAN HORNBEAM 11 2.5" CAL. B &B 129 1419 JV JUNIPERUS VIRGINIANA VIRGINIA CEDAR 21 7' -8' HGT. B &B 16 336 JVC JUNIPERUS VIR GIN IANA "CANAERTIP' CANAERTII VIRGINIA CEDAR 36 4' -5' HGT. B &B 16 576 LS LIQUIDIAMBAR STYRACIFLUA "ROTUNDILOBA" ROTUNDILOBA SWEETGUM 11 10 2.5" CAL. B &B 206 2060 NS NYS S AS YLVAT I C A BLACK GUM 6 2.5 "4" CAL. B &B 123 738 PO PLATANUS OCCIDENTALIS SYCAMORE 7 2.5" CAL. B &B 1253 8771 QS QUERCUS SHUMARDII SHUMARD OAK 8 2 " -25" CAL. B &B 329 2632 QP QUERCUS PHELLLOS WILLOW OAK 14 3.5 " -4" CAL. B &B 370 518,011,111, _ , „ SA SASSAFRAS ALBIDUM SASSAFRAS 10 6' -T HGT. B &B 197 1970 34,153 SHRUBS & GROUNDCOVERS AA ARONIA ARBUTIFOLIA "BRILLANTISSIMA" BRILLIANT CHOKEBERRY 8 4' -5' HGT #5 CONT CA CLETHRA ALNIFOLIA "HUMMINGBIRD" HUMMINGBIRD SUMMERSWEET 55 2' -3' HGT #3 CONT ' _ CID CERASTOSTIGMA PLUMBAGINOIDES LEADWORT 843 NA QUART SPACE 18" O.C. HQ HYDRANGEA QUERCIFOLIA "ALICE" ALICE OAKLEAF HYDRANGEA 39 3' -4' HGT #7 CONT N rTEA VIRGINIANA "HENRYS GARNET' HENRYS GARNETSWEETSPIRE 79 2' -3' HGT #3 CONT PL PRUNUS LAUIROCERASUS "SCHIPKAENSIS" SCHIP LAUREL 172 3' -4' HGT B &B PLO PRUNUS LAUROCERASUS "OTTO LUYKEN" OTTO LUYKEN LAUREL 39 2' -2.5' HGT B &B PV PANICUM VIRGATUM " SHENANDOAH" SHENANDOAH PANIC GRASS 109 NA #3 CONT RA RHOS AROMATICA .. , ,,,, .. AROMATIC SUMAC 16 3' -4' HGT B &B RAG RHUS AROMATICA "GRO -LOW" GIRO -LOW AROMATIC SUMAC 136 18 " -24" HGT #3 CONT VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 57 4' -5' HGT B &B - BIOFILTER NO. 1 PLANT MATERIALS TREES AND SHRUBS AS ALNUS SERRULATA SMOOTH ALDER 6 3' -4' HGT 1 #5 CONT, SPACE AS SHOWN CS CORNUS SERICEA "BAILEYI' BAILEYS RED TWIG DOGWOOD 11 6 3'-4' HGT #3 CONT SPACE AS SHOWN SAC SAMBUCUS CANADENSIS COMMON ELDERBERRY 3 3'4 HGT #5 CONT SPACE AS SHOWN SS SALIX SERICEA SILKY WILLOW 3 2' -3' HGT #3 CONT SPACE AS SHOWN HERBACEOUS PLANTS: GRASSES AND FORBS Al ASCLEPIAS INCARNATA SWAMP MILKWEED 15 NA #1 CONT SPACE 24" O.C. EF EUTROCHIUM FISTULOSUM HOLLOW JOE -PYE WEED 10 NA #1 CONT SPACE 30" O.C. HD HE OXE NFLOWER _ 10 NA #1 C PACE 30 O.C. SCC 3CRPIUSCYPERNOISES _ WOOL GRASS 50 NA #1 C ONT SPACE24 " O.C. SIR SOLIDAGO RUGOSA ROUGH- STEMMED GOLDENROD _ 15 NA #1 CONT SPACE 24" O.C. VN VERNONIA NOVEBURACENSIS NEW YORK IRON WEED 15 NA #1 CONT . SPACE 24" O.C. BIOFILTER NO. 2 PLANT MATERIALS - -- -- -- TREES AND SHRUBS AS ALNUS SERRULATA „ SMOOTH ALDER_ 13 3'-4' HGT #5 CONT SPACE AS SHOWN _ CO OCCIDENTALIS _ BUTTONBUSH 10 3'74' HGT #3 CONT ' SPACE AS SHOWN RNCEPHALANTHUS SEREA "BAILEYI" CS COUS IC BAILEYS RED TWIG DOGWOOD 12 3'-4' HGT #3 CONT SPACE AS SHOWN PO PLATANUS OCCIDENTALIS SYCAMORE 3 1.5 " -2" CAL. B &B QB QUERCUS BICOLOR SWAMP WHITE OAK 3 1.5 " -2" CAL. B &B SAC SAMBUCUS CANADENSIS „ COMMON ELDERBERRY 18 3' 4' HGT #5 CONT = SPACE AS SHOWN SN SALIX NIGRA BLACK WILLOW 6 3'-4' HGT #5 CONT SPACE AS SHOWN TD TAXODIUM DISTICHUM BALD CYPRESS 5 1.5 " -2" CAL. ! B &B _.._.. 70 HERBACEOUS PLANTS: GRASSES AND FORBS AI ASCLEPIAS INCARNATA SWAMP MILKWEED 40 NA #1 CONT SPACE 24" O.C. EF EUTROCHIUM FISTULOSUM HOLLOW JOE -PYE WEED 25 NA #1 CONT SPACE 30" O.C. _ HD HELIOPSIS HELIANTHOIDES OXEYE SUNFLOWER 25 NA #1 CONT, SPACE 30" O.C. MF MONARDA FISTULOSA WILD BERGAMOT 30 NA #1 CONT SPACE 24" O.C. PV PANICUM VIRGATUM SWITCH GRASS 95 NA #1 CONT SPACE 24" O.C. SCC SCIRPUS CYPERINUS WOOL GRASS 60 NA #1 CONT SPACE 24" O.C. _ SIR SOLIDAGO RUGOSA ROUGH- STEMMED GOLDENROD 40 NA #1 CONT ' SPACE 247,01,C.'', _ VN VERNONIA NOVEBURACENSIS NEW YORK IRON WEED 40 NA #1 CONT : SPACE 24" O.C. LANDSCAPE CALCULATIONS & NOTES: 1) STREET TREES: IN THE EVENT OF A PLANT QUANTrTY DISCREPENCY TREES REQUIRED = PROJECT FRONTAGE /35'= 550' 135"='16 TREES BETWEEN THE SCHEDULE AND THE PLANS, THE TREES PROVIDED = 16 TREES CONTRACTOR SHALL FOLLOW THE PLANS. 2) PARKING AREA TREES: INTERIOR TREES REQUIRED (TOTAL PARKING SPACES / 10) = 347 SPACES / 10 = 35 TREES ........ INTERIOR TREES PROVIDED=' ROVIDED = 41 3) PARKING AREA LANDSCAPING LANDSCAPE AREA REQUIRED = 117,037 SQ. FT. PAVEMENT X 5% = 5,852 SQ. FT. LANDSCAPE AREA PROVIDED = 8,915 SQ. FT. 4) TREE CANOPY SITE CANOPY REQUIRED = 176,244 SQ. FT. X 10% = 17,624 SQ. FT. SITE CANOPYPROVIDED = 34,153 SQ. FT. (NEW TREES ONLY) [5) 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 PLANT. 6) BIO- RETENTION & RAIN GARDEN TREES AND SHRUBS SHALL BE INTERSPERSED EQUALLYWITHIN EACH FACILIIYIN GROUPS BYTHE CONTRACTOR. THE CONTRACTOR SHALL STAKE THE FINAL LOCATION OF EACH PLANT IN THE BIO- RETENTION AREA FOR APPROVAL B'YTHE ARCHITECT. 03 - LANDSCAPE MATERIALS SCHEDULE SCALE: NTS 1 COUNTY COMMENTS REVISIONS DTA DTA 512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 N0. I REVISIONS mm= mmm ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434 -882 -3420 01 - LANDSCAPE PLAN SCALE: I" = 20' DELTA AIRPORT CONSULTANTS, INCe 9711 Farrar Court, Suite 100 4 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 # www.deltairport.com ° 7 -22 -14 DAVID T. ANHOLD CERTIFICATE No. 000311 4 rid LAND'SCNYt A4G �1 SURFACE PARKING EXPANSION AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET LANDSCAPE PLAN JF L-2 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 STAINLES STEEL DOVETAIL SLOT WALL TIE @ 16" O.C.VERT. & HORIZ. FIELD LAID BRICK VENEER. BRICK I� PLATE I(L PLATE AND MORTAR TYPE AND COLOR SHALL MATCH EXISTING SIGNS. I---------- I------------------- -I- - -- - -- I � I CONCRETE FOOTING. I 6'_0" ' I ./— 3200 PSI 1 I 4' ►17;T� -� - -- I I / 1 ° I 01"1 %. 1 ° -- a— o —• - -- — ° • ° "4' ' 8' I PLAN: MASONRY BASE SCALE: 3/4" = I' =0" BITUMINOUS DAMPPROOFING APPLIED TO CONCRETE (TYPICAL ALL FACES) CONTINUOUS I" STAINLESS STEEL DOVETAIL SLOTS @ 16" O.C. I ' I I ALUMINUM ACCESS PANEL ~— 2' + 2' ---I FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED, #6 STAINLESS SCREWS, PHILLIPS HEAD. ALUMINUM ACCESS PANEL I I I 2" SQUARE STOCK ALUMINUM FULLY WELDED BOX FRAME W/ DIAGONAL CROSS BRACING 2" THICK PRE -CAST SANDSTONE MATCH EX. SIGN TYPE & COLOR _— PLATE ANCHOR BOLTS PLAN: ALUMINUM SIGN SCALE: 3/4" = I' =0" I 1 ------------------------ - - - - -I 18 # /CU. FT. HIGH DENSITY POLYURETHANE W/ 5' -10" 2. 1 3/8" AIR SPACE 3. BITUMINOUS DAMPPROOFING ° ----- - - - - -- — 4. CONCRETE STRUCTURE 5. BITUMINOUS DAMPPROOFING -- 6. 1 3/8" AIR SPACE �2„ 7. FIELD LAID BRICK VENEER 3° - ------ I 6" 1 - - - - -- I EPDXY ADHESIVE AND INTERIOR FASTENERS. ® ® ' Oil - 1 FULLY WELDED BOX FRAME REMOVABLE MESSAGE PANELS SHALL BE .080 W/ DIAGONAL CROSS BRACING ALUMINUM. PAINT TO MATCH SIGN SKIN. ON BACK AS NEEDED. ATTACH WITH #6 STAINLESS STEEL SCREWS I PAINTED TO MATCH SIGN COLOR. ALL EDGES ------ - - - - -- ------ - - - - -- I I 2" SQUARE STOCK ALUMINUM FULLY WELDED BOX FRAME W/ DIAGONAL CROSS BRACING 2" THICK PRE -CAST SANDSTONE MATCH EX. SIGN TYPE & COLOR _— PLATE ANCHOR BOLTS PLAN: ALUMINUM SIGN SCALE: 3/4" = I' =0" I � I I I I 1 � I I L- ----- - - - - -- ----- - - - - -- 1 I FRONT ELEVATION SCALE: 3/4" = 1' =0" FULLY WELDED BOX FRAME 2" THICK PRE -CAST SANDSTONE BASE COLOR TO MATCH EX. SIGNS. TYP. LIGHTING NOTES STANCHION - MOUNTED LIGHT FIXTURE -SEE ELECTRICAL. CENTER ON SIGN FIELD LAID BRICK VENEER COLOR TO MATCH BRICK ON EXISTING SIGNS. CONSTRUCTION NOTES: 1) ALL MATERIALS AND WORKMANSHIP SHALL MATCH EXISTING SIGNS AS FABRICATED BY GROPEN SIGN COMPANY, CHARLOTTESVILLE, VA. CONTRACTOR SHALL PROVIDE DETAILED CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER & ARCHITECT. 2) CONTRACTOR SHALL WARRANTEE ALL MATERIALS AND WORKMANSHIP INCLUDING VINYLS AND COATINGS FOR INDUSTRY STANDARD OF FIVE YEARS. 3) LETTERING & DECORATION SHALL BE ALUMINUM AND REFLECTIVE HIGH INTENSITY GRADE SILVER VINYL. 4) ALL JOINTS ARE TO BE ROUTED, TIGHT AND PAINTED - NOT FILLED. SEAMS AND PENCIL LINE JOINTS SHALL BE .080 WIDE. FRONT SEAMS SHALL CONTINUE AROUND ENDS. 5) ISOLATE METALS FROM MASONRY BY PLASTIC LAYER. __ COUNTY COMMENT REVISIONS DTA DTA 1512114 AIRPORT REVIEW REVISIONS DTA DTA 7122114 ,ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434 - 882 -3420 REVISIONS BY I APP. DATE :4 5' SEALANT (BOTH SIDES) COPPER FABRIC THROUGH WALL FLASHING (BOTH SIDES) WEEPS @ 32" O.C. (BOTH SIDES) AIR SPACE - FILL WITH MORTAR TO UNDERSIDE OF THROUGH WALL FLASHING CONCRETE FOOTING r,. i L - — - — - — - — - — ___ --- _ TOP OF SIGN --,— ELEV. +9' -5" PROVIDE 2" SQ. STOCK CROSS BRACING ON BACK OF FRAME AS NECESSARY TO KEEP SKIN FLAT AND FREE OF DISTORTION. 6' -4" ALUMINUM ACCESS PANEL FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED S/S FASTENERS PAINTED TO MATCH PANELS 1' -6" TOP OF BASE ELEV. - +2'-10 +Z' -10 3/8" -------- - - --F— — - ---- --. --- -- - - -___ A TOP OF BRICK CONTINUOUS I" STAINLESS ELEV. +2' -8' STEEL DOVETAIL SLOTS @ 16" O.C. MAX. -% STAINLESS STEEL DOVETAIL SLOT WALL TIE @ 16" O.C. VERT. AND HORIZ. ° CONTINUOUS TERMINATION ' BAR FOR FLASHING CONCRETE CORE. 3200 PSI I� 1 - - - -- GRADE d -- ELEV. 0' -0" -- IN 51 SECTION SCALE: 3/4'1 = 1=0 11 TYP. RE -BAR NOTES #5 AT 12" O.C. VERT. EACH FACE PROVIDE STD HOOKS AT FOOTING END #4 AT 12" O.C. HORIZ. EACH FACE _------ -_ - - -_ TOP OF FOOTER ELEV. -2' -0" #4 AT 18" O.C. TOP AND BOTTOM (4) #5 CONT DELTA AIRPORT AV Aw CONSUL r AN TS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 fax: (804) 275 -8371 www.deltairport.com 1311 4 HOLES FOR 2" SQ. STOCK FULLY WELDED BOX FRAMEFRAME SHIM AS REQUIRED SEALANT AND BACKER ROD CONTINUOUS DRIP EDGE II I 111 2 35.. 8 PRE -CAST STONE NOTES STONE TO BE SMOOTH BUFF - COLORED NATURAL LIMESTONE SUBMIT SAMPLE OF STONE TO ARCHITECT FOR APPROVAL PROVIDE CONT. DRIP EDGE. COLOR TO MATCH EX. SIGNS. PRE -CAST AXON SCALE: I" OA I I, j 011 I I I I 4 .4' .I I I I I' '2" 1 2' I LEVEL STRUT FOR ACCESS DOOR AT BACK OF SIGN 8" X 18" X 3/4" STAINLESS STEEL PL. FASTEN TO BOX FRAME 3/4" GALVANIZED ANCHOR J -BOLTS LENGTH = 18" WITH WASHERS AND LOCK WASHERS 211 211 SECTION NOTES ------------------------ - - - - -I 18 # /CU. FT. HIGH DENSITY POLYURETHANE W/ 5' -10" 2. 1 3/8" AIR SPACE 3. BITUMINOUS DAMPPROOFING ° ----- - - - - -- — 4. CONCRETE STRUCTURE 5. BITUMINOUS DAMPPROOFING I 6. 1 3/8" AIR SPACE CONVERSION VARNISH FINISH. ADHERE W/ — — — — 7. FIELD LAID BRICK VENEER 1 EPDXY ADHESIVE AND INTERIOR FASTENERS. I COLOR TO MATCH EX. SIGNS 2" SQUARE STOCK ALUMINUM EQUAL 1 FULLY WELDED BOX FRAME REMOVABLE MESSAGE PANELS SHALL BE .080 W/ DIAGONAL CROSS BRACING ALUMINUM. PAINT TO MATCH SIGN SKIN. ON BACK AS NEEDED. ATTACH WITH #6 STAINLESS STEEL SCREWS I PAINTED TO MATCH SIGN COLOR. ALL EDGES ------ - - - - -- ------ - - - - -- SHALL BE FLUSH AND SEALED. ------------ J--- - - - - -- - - -- 6' -4" EQUAL 1 I i ' ' I I SIGN SKIN SHALL BE 0.125" SEAMLESS ALUMINUM SHEETS WITH STRUCTURAL BRACING AS REQUIRED REMOVABLE MESSAGE PANELS SHALL BE .080 FOR FACES TO BE FLAT AND FREE OF DISTORTION. ALUMINUM. PAINT TO MATCH SIGN SKIN. BACKGROUND COLOR TO BE SHOP PAINTED WITH ACID ATTACH TO FRAME WITH #6 STAINLESS STEEL ETCHED, PRIMER AND ACRYLIC POLYURETHANE. COLOR SCREWS PAINTED TO MATCH SIGN COLOR. ALL TO MATCH EXISTING SIGNS. SKIN ADHERED TO EDGES SHALL BE FLUSH. PROVIDE MESSAGE ALUMINUM FRAME BY LORD ACRYLIC ADHESIVE 406/19. PANELS AS SHOWN ON SIGN SCHEDULE ------ - - - - -- DRAWING. - -- --- - - - - -- —I 1 EQUAL I I I I 9- LIGHT 2" SQUARE STOCK ALUMINUM I � I I I I 1 � I I L- ----- - - - - -- ----- - - - - -- 1 I FRONT ELEVATION SCALE: 3/4" = 1' =0" FULLY WELDED BOX FRAME 2" THICK PRE -CAST SANDSTONE BASE COLOR TO MATCH EX. SIGNS. TYP. LIGHTING NOTES STANCHION - MOUNTED LIGHT FIXTURE -SEE ELECTRICAL. CENTER ON SIGN FIELD LAID BRICK VENEER COLOR TO MATCH BRICK ON EXISTING SIGNS. CONSTRUCTION NOTES: 1) ALL MATERIALS AND WORKMANSHIP SHALL MATCH EXISTING SIGNS AS FABRICATED BY GROPEN SIGN COMPANY, CHARLOTTESVILLE, VA. CONTRACTOR SHALL PROVIDE DETAILED CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER & ARCHITECT. 2) CONTRACTOR SHALL WARRANTEE ALL MATERIALS AND WORKMANSHIP INCLUDING VINYLS AND COATINGS FOR INDUSTRY STANDARD OF FIVE YEARS. 3) LETTERING & DECORATION SHALL BE ALUMINUM AND REFLECTIVE HIGH INTENSITY GRADE SILVER VINYL. 4) ALL JOINTS ARE TO BE ROUTED, TIGHT AND PAINTED - NOT FILLED. SEAMS AND PENCIL LINE JOINTS SHALL BE .080 WIDE. FRONT SEAMS SHALL CONTINUE AROUND ENDS. 5) ISOLATE METALS FROM MASONRY BY PLASTIC LAYER. __ COUNTY COMMENT REVISIONS DTA DTA 1512114 AIRPORT REVIEW REVISIONS DTA DTA 7122114 ,ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434 - 882 -3420 REVISIONS BY I APP. DATE :4 5' SEALANT (BOTH SIDES) COPPER FABRIC THROUGH WALL FLASHING (BOTH SIDES) WEEPS @ 32" O.C. (BOTH SIDES) AIR SPACE - FILL WITH MORTAR TO UNDERSIDE OF THROUGH WALL FLASHING CONCRETE FOOTING r,. i L - — - — - — - — - — ___ --- _ TOP OF SIGN --,— ELEV. +9' -5" PROVIDE 2" SQ. STOCK CROSS BRACING ON BACK OF FRAME AS NECESSARY TO KEEP SKIN FLAT AND FREE OF DISTORTION. 6' -4" ALUMINUM ACCESS PANEL FINISH TO MATCH SIGN CABINET ATTACH W/ RECESSED S/S FASTENERS PAINTED TO MATCH PANELS 1' -6" TOP OF BASE ELEV. - +2'-10 +Z' -10 3/8" -------- - - --F— — - ---- --. --- -- - - -___ A TOP OF BRICK CONTINUOUS I" STAINLESS ELEV. +2' -8' STEEL DOVETAIL SLOTS @ 16" O.C. MAX. -% STAINLESS STEEL DOVETAIL SLOT WALL TIE @ 16" O.C. VERT. AND HORIZ. ° CONTINUOUS TERMINATION ' BAR FOR FLASHING CONCRETE CORE. 3200 PSI I� 1 - - - -- GRADE d -- ELEV. 0' -0" -- IN 51 SECTION SCALE: 3/4'1 = 1=0 11 TYP. RE -BAR NOTES #5 AT 12" O.C. VERT. EACH FACE PROVIDE STD HOOKS AT FOOTING END #4 AT 12" O.C. HORIZ. EACH FACE _------ -_ - - -_ TOP OF FOOTER ELEV. -2' -0" #4 AT 18" O.C. TOP AND BOTTOM (4) #5 CONT DELTA AIRPORT AV Aw CONSUL r AN TS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 fax: (804) 275 -8371 www.deltairport.com 1311 4 HOLES FOR 2" SQ. STOCK FULLY WELDED BOX FRAMEFRAME SHIM AS REQUIRED SEALANT AND BACKER ROD CONTINUOUS DRIP EDGE II I 111 2 35.. 8 PRE -CAST STONE NOTES STONE TO BE SMOOTH BUFF - COLORED NATURAL LIMESTONE SUBMIT SAMPLE OF STONE TO ARCHITECT FOR APPROVAL PROVIDE CONT. DRIP EDGE. COLOR TO MATCH EX. SIGNS. PRE -CAST AXON SCALE: I" OA I I, j 011 I I I I 4 .4' .I I I I I' '2" 1 2' I LEVEL STRUT FOR ACCESS DOOR AT BACK OF SIGN 8" X 18" X 3/4" STAINLESS STEEL PL. FASTEN TO BOX FRAME 3/4" GALVANIZED ANCHOR J -BOLTS LENGTH = 18" WITH WASHERS AND LOCK WASHERS 211 211 SECTION NOTES I. FIELD LAID BRICK VENEER 2. 1 3/8" AIR SPACE 3. BITUMINOUS DAMPPROOFING 4. CONCRETE STRUCTURE 5. BITUMINOUS DAMPPROOFING 3511 6. 1 3/8" AIR SPACE 8 7. FIELD LAID BRICK VENEER ENLARGED SECTION SCALE: V2" SURFACE PARKING EXPANSION SIGN DETAILS AIP NO. NON -AIP (LOCAL ONLY) DRAWN BY: JF DESIGNED BY: DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 1 COUNTY COMMENTS REVISIONS DTA DTA 1512114 2 COUNTY COMMENTS REVISIONS DTA DTA 713114 3 AIRPORT REVIEW REVISIONS DTA DTA 7122114 NO. REVISIONS Sri tmeted by L hfino Vi inia- Cents€ le Number: > u Job Name: CLI-A-901_11.1-41K-2-IDIB-810 �r� LIGHTING Charlottesville Airport Parking ,2-BC VIRGINIA Not IM RRON jots . LEDjob IyPa flans it mr, + Ea{alraxtai axx.tl kiaaal"! dirrrntitxp te5 t it \a f,Sa- • Stylish vierlically fittowd dier-bastonel top goal dn'llryawailatile tldx. 'ti;1 tar maaxtinkivo tiff t *etfoibat F Ptf cone ttan at tif3'S" rebris from LED dinvars lxsve, outp€rt power er over -. gathan ag an trig Of it to lxi4es rlq vvlfa ate ate nl prowlai €a and sxKt TYPE civaatPnIlei rterxBVtl°r <Cnitkrta:.et' y • Ragged boier diJ St 9l fravnkrn teat a 1 �" stale sC tatea thermal management wt dCL kax on and 001t ttzes PC$ and otativai pertdor-, figu abou to Increased lrin a output i„�anau� ' n alilknM s s t4 Kf� tf oodNt * LED eleedluaaf aazsab"z Including UP • Jegateto a tfst and etecekaal oambart device»;. txslasumeb, he paver ,ta anent ftx c dsalnm sxctltionall, op'erabon lie iatd state • or* OW, die bar sihcatur i aet e €psureit • �a\gqbutoutkri of a 0KA &'20 pSec vvme. weaftw Iproctstal araxid :h �lsm III w 3u tivitl al LED i IP65 rating g 27' U * Wier it CoIrcit (W;) orilbi andaloO for Lumen ntainberwoo: spill ! I" reawfirin, t# ,na't tha€r, 1 at 60,0,n0 h0uns (Nrt .ted W if,-Sea f €at"atf+3 '. nrta oti or f'U , rematateoded !M-21,11) to Typ,itl gad Type IV distribrifibn 1 • 01108 *W 1109 Wlab3 o" Lip ff1bolula iVto ddWr, Gana It DLC websir kv noe aletasls. €S ` Ol ... e` I I 1 IrtT�tatesrs: • L�`Pidstlt+atl 1 jtrti.+�.'StS rtCl'&�,i€:at * !a`1} di".Wailrmanuan a €r11 dct�nspre corriforession to am Obi "assembly X-attoble PrOV01J artudirbim doeSin t',af at vat *'3'q Ifv d<,fifrrrr trC r Visit ftaxl'bidby • _slsalsattetaps the ftudaed sosultr`vast +10t h.VwedtLFNtiWeruplu2,2€5 Wes ofoul rtrxnr • decorative itan offers a sknk LOW t Wk whine the straight am liai _ 16 * Woabt 45.0 Voaod p. -1.3 ff Nxbe 49 s € ioune hr e d.m €eitty at S1yie > f ata € a e�fu wbIL1130 t awkigy Rai t §s9) a d .4 tTxi? trx ,ah ram - vanaftsyst nforw tdaxi +ftre, stafts v6ator17 Welled &K of ti °10vi kilt awe dunrllillt cxat ct Ittetailatldvl and rt'owits to 42 OUR pal m 'F'ttu�4ittrtklte artcaxutxa. ta�teratexa t4OW" m a IMP lawket, aemt arrt ;star and txxle' i�s€ies arxuas 9ras ava 11w ohnat a(e •: t o 4t 1aaQt4 trt6 i..Pli t lfiSjaF alkJwi aq my tia7€7a hate air 4 riaettly. ratkxtsvritaySEii plc 0 P+T abot, wially dWgnW W 0 ypu It IMI. tv acrd 3. TWO FIXTURES REQUIRED FOR PROPOSED SIGN NO. 2. Y d Elnp TILL(, Merino sot p "ka& (,.r itowdler paint • XT', 5'00K g1flu d , 3000 10001( and tinle a goad at r omt� 1 mil S�l 1400 irliendly Amilber LED ala'Jibaas vtiattttrSa s ;y(it f41k'F trlarta �iM1, FIeni �: Grtrra4fle' rtds*1te taicaar €yG+t 4iEt- 7a�1)"iK.i V'Yarraitty: • t E 70 Fh e year tinarad � antv tYX row iaior a ' o'vw vl A MIV' m a'a«� vie i Electricab r t aaMd • (aaaver;ai as ht wiltalgle 120 2e i VAC, %'1 fl� LtSEstgs • Listed tta 01 -1596 and CTag :..' 2ra230 0- * Integral stqXfoom Ifinslitnibir ttx :1497 V 74 for twat lotiftis, 1146011 • lodes `T 1 ass #€ cd t a - •.A1tMt (p. i.d ' . Wa�V alf.1fe -,W G IT C bum ti L(i l t H. tl boraialt OLG wobs;te for r OCa=&yti5 ritartatit, thermal sa18+ A atn + prtvese Have grealor Man 0"K, prig RA app, rav €ado • 11165 IxIbr'teld 10%THD CSTWCAT0&tfSMW r p,. f: ir9 "R`0.°" > ,I �+ SwAi ul I.lh"q « 731 141helifliora eAdeatrdl Ei-t {.�nt� p� - va, vv 'm I' oo 'ems t v G ua r pew to D.� UGH"nI tai"` F�::?ta�:itt ? .i`��'uR�.. `4'e','�i *1,. ","g t€rm. '' GENERAL LIGHTING NOTES: I. ALL FIXTURE AND POLE COLORS SHALL BE DARK BRONZE. 05 - SITE LIGHTING DETAILS NTS 1.16HTING Charlottesvilte Airport Parkin VI OB- B VIRGINIA is Notes: F tRF1 LED cam a"' IeRa TYPE 13 a: Nmod lA a< 4 tx ,011 a 1 �" SPEC r71LMi !lNled€9 i„�anau� ' n alilknM s s t4 Kf� tf oodNt tnkartL as vl fkatat , ir€xs is aesaft", ad ilbbb$e kntc*k SY ntt6m ak�arrnY. z'#:' �t, t'�Sftl�k3.C€#c�it€A�,f"#t.Rrt� N�. sysittttsrltta� .tis'��ha�4'sU €r:a( .e"v1, 6:;;, tt 'alarlp to'r1s 4 "a aza ,;"t„k'tr. tc } axx€rt1€:�r irs is ft rtrawvat of 4 S`+:,1t?Y^:'s frda€ m t1 - DEI ha?ds at ttxhxe+iir0 • Payypcsl die -cast aluiaaiown t,ouoirxt Win tsa?fio p ,&r aall txtrstt . d s H(ila 410' Gt Utz oulat Foos a :bOad tda i,L.'r W Rw kft in suet loczekv &a p retcd9s Ltd* a x ala anir a»u debrv,.rotwovall « ULO 0 r (120h; wd 51iXX irml is unlyX • 01108 *W 1109 Wlab3 o" Lip ff1bolula iVto ddWr, Gana It DLC websir kv noe aletasls. €S ` Ol ... e` I I 1 rria.`vta irgiproA.m;tat€€4Wpertatrtieo . • Mw sratlt ,'lal Ion aied able, il ntyr A01 W t',af at vat *'3'q Ifv d<,fifrrrr trC r Visit LM att =C�} +10t h.VwedtLFNtiWeruplu2,2€5 *6% „ Wows • 5100K GCT 57 .CRL 42001 70 CRU 300011 W Docaftlaval • VJ €,thy €rFIC'M 4 aasinlaitk9a - M t'3x.33. M Ox4 Rai t §s9) a d .4 tTxi? trx ,ah ram rittattoo atxaacm • t?t3�{t & ca s Etlll , 25w Ax'°i WA, €v t4OW" m . lam" r tttldt sect Wall', uxmtififlt • �t�ae�� dam_ GENERAL SIGN LIGHTING NOTES: I. FIXTURE BULB RATED AT 2,093 LUMENS. 2. ONE FIXTURE REQUIRED FOR PROPOSED SIGNS NO. 1 & 3. 3. TWO FIXTURES REQUIRED FOR PROPOSED SIGN NO. 2. NTS ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434 - 882 -3420 . eaa�vr €a�1 et +at�sracaeaa r, T ,+........ .�...., 0 t i91i is F f V cam a"' 4W, §p 13 a: kRfft} " i As! a 19 a 1 �" two ORDERING INFORr AlTION ARFII ' K 10L 4K Di0 m t1 - DEI MFi arts K h *anew 40L 1511.5 i' b'o'o ti 73 IU 3 ^2 4 Re vkomm -1 P''V dK 3e� l 070 11010MA 5a€ RL 0 4C § € aadit v °c,k 8tta` 1 SK 9. 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Type: Job Name: L1 -A- LU-4K4 -DB -BO Charlottesville Airport Parking C4 -BC CIMRRON Job LED r§ SAIECIf1"WNS PRO 00C WA "(,V C�aatiY€cta • (lpttL,iat61 i antv:uatas ddlranal €%1 lct "'% or � Ski NN) verac Jly fave d dic-r a<st ste1d t&rj. dua uirrcrafr?r avainbet . 11aYt',AFt tor ilia ld uuneat pation; S3€ 4�s1)1 lac 3ron ar f w* tandy d0 a, if on r Lffldiahwa have ordpat p owe over - tialf"e irAj oa tta'vtf Me Ite"sisaq VNIAp over- ustrArttpwtalet'tion and "'401 rircub lero6 li€aI41'all &A(,) w wery • .tFi. *T4" r tYR'°i'aSt Ifuliii laaa uaef $tns xcalarmes Nrert 1la e �C € ui taav aaadak4a Ikh � i snip (or i€ sw ,u.at 4i ou*Wf L rradnae 9Q LED a14 VIEW tit LED + Ilf1 eWrk,21 sasaaa, tit j! i €circling PR * &sr ate ophral #xi Owl *—A CeFi ort- ljftkw� W�"�t IMs6 Co pfteg Eat ra'M lcr gatittaun=, crinxa+vt4rtt opoiatkm Me atf state 0 as owff 11i? oat silklww' qc chat a sres - Sue o p€oUetidn at I d 81120 pr 4,, warm; vue,tttrer X01 seat arotwd 4, rld€tJ i1q vafhJ at �2iltr& sttr0c rattan t 71YLYNIP' 3t I hx � rathut -273J .� • fra klutht Wtz 6 (13c) opla er Ivan laaVe fiat' Lutla t Mal"Ierirm fir" S' j* liob reducia . dr""wn"t c1naaw • UO at 60,000 hours 4'Pf € to r' 11313 *1 fly Lz °L3 Ott LED todrx2 sapa.Jrairom or LTA, ltuh'ow tiled TM-21-11) for Typo= it! and Type IV "0wt€ttatHowl* Instailattct , itl�Al lf11 Stamped beol ft azvies ateoh t1x 11 + Two die cast atu w0a E arm desais are cea c ^n ha se'fp d'e ti at srmbly availa e � ," � providing aanom qn flaidwit4 + Complertents the Dutftlkiouftast ip tip Wes if oumw tortures . be d teat ve arm Offers a el t* lipsweat � M IlAelh6rsluog1tatrttkfk*m,,,.thc? Igor ti • lvikWa, 4;')A aaads EPA - 13 If leas Ott's tordwO tr s V combiauity o � a � t l t it she '�� 1 t tit it�4 a oft #ttnea ax.h: <*a WiR 481 ita'.iyitik�;y' ..,,,.... , g..... .e .......... ,.e .w. - r'le spWri for 0I't arid f Fixi a ships W114 to t 'installost for aese of 1 Lv?t:d. ftrlf 'ange Jon raxrlq ax nbal hlatallefirr €a and rvt unts to 42 Will V odlem F2�arrttr€trapta: Jrac��rs�r; t�terratuut �tra h€;ara€ + Sali twootna, tip Sea €na fiblar as d tx t 006ca acciewries aereal available Cox . of 32 h4h ralhtrttns I ES G *fu 'Illawalg easy n'W' 14lsq htr vytrdlli ' t . rat iswth in�1a1 s a di f, t. i ' aSaiaas to alg t+ sae kr ff"S'ribe I[, Ile n' w u ............ e, . V (lisirex 1xitxa ttr I'M C Morviose;p'Jt+ester Powder lownt < € a 7 5100K >ftal(,it d SW UK, a1t3i:4(and fi€ -,Ib applied ,at a €cu,ra l 2,5 rntl tlt ',t s. r hatt€ tdena' Atl et i LJ aapkiCa .1' . t`ltr: A(l =fitlatied +aarraraly #or saxae talar- k;lt visit nt S s ;rltncalt is Wit} 60 III Listfr s. K Wed tc LtLI W mad CSA C22.2a254.0- + hate(1rat =tau - ghat%' tartatera er yr 3,47V 24 lonwel 1003tions t .... ' 4801 • Models t t ;i €k%i- tS Cfar`aSt t^ �? gad Ott x ttlgi yyxr<t e w +tilt -1R G a'uniOLQ QuAtIcat ,, malt DLUts�,tw for more i mike: •,he"'t'k't n lhor k 6 self, eelf, probxtron _........ • D11vd give: gnuuor than ` M, power li3A a Leto "mi I116 , s -' bast aral fes5 Men 10% I ��. JIM 0 11111111ko is E: F G R.. 0 c is E: F G cam a"' 4W, 5. &111 13 a: 0. a 1 �" ORDERING INFORMATION SE F NEXT PAGE, r� I f% akiaiJ s Ltlatc9a +01 Mayt+ne nUru t1 €t s t €J (J a vrik t ' 4 i v t t Y t t tx tvBkF ?,Iwk to vft" +0. *1ra:ntt x tin vac cap rr xtra "qt .. "a ;w' �ttot.Udidrt x" sva : 3 :......�a.€vN�1"a&�4�n'aa�uk,ar vvrc a.x..i:�.Ra,t•.�aa, a�rizv.: evaa�sr{k}aarorge ^o�:3e�ktirt txttS3i'ds 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 4" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. - SHRUB PLANTING DETAIL SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPE THREE 2" SO. OAK SET 120 DEGREES APART FINISHED GRADE APPLY 3" OF MULCH PLANTING AND WAT THOROUGHLY 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT ROMTS, PLAI PLANTING SOIL AME REMOVE BURLAP 8, FROM TOP 113 OF Ri BALL UNDISTURBED SOIL A 04 - TREE PLANTING DETAIL NTS DELTA AIRPORT CONSULTANTS, INC. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 # fax: (804) 275 -8371 • www.deltairport.com 0 O I N 7 -22 -14 �5' DAVID T. ANHOLD o ` Ci o. �r N�� I�lI A4C SIGN CONSTRUCT ION NOTES: 1. ALL SIGN CONSTRUCTION SHALL MATCH EXISTING SIGNS FOR EXACT MATERIALS AND METHODS. CONTRACTOR TO SUPPLY FINAL CONSTRUCTION SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE OWNER AND THE ARCHITECT PRIOR TO ANY FABRICATION. 2. ALL LETTERING SHALL BE REFLECTIVE HIGH INTENSITY GRADE #3870 SILVER VINYL TO MATCH EXISTING SIGNS. APPLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. SIGN NO. 2 SHALL HAVE LETTERING AND LIGHTING ON THE FRONT AND BACK. I 42 4 IN. SMALL LETTERS AND \ Overflow Parking / 5" CAPITAL LETTERS. \ .5" X 52" SOLID LINE -2 3.25 IN. SMALL LETTERS AND L 8.00 Per Da 4" 4" CAPITAL LETTERS & NOS. DIRECTIONAL ARROW. TYPICAL a^ z DIMENSIONS. CENTER ON PANEL ' io° 3 -SIGN MESSAGE PANELS DAILYRATE FLIES 3" CAPITAL LETTERS. AFTER -FIRST 24 -HQURS CENTER ON MESSAGE PANEL 01 - SIGN SCHEDULE SCALE: 112 " =1' -0" NTS PROPOSED SIGN #1 PROPOSED SIGN #2 6�„ Employee P,a,�ng 4" r GROUND COVER AND /OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. SLOPE PLANTING BED FOR POSITIVE DRAINAGE PVMT PROPOSED SIGN #3 LAYOUT VARIES, SEE PLAN a IN. SMALL LETTERS AND CAPITAL LETTERS. 5" X 52" SOLID LINE -SIGN MESSAGE PANEL RONT AND BACK RECTIONAL ARROW. YPICAL DIMENSIONS. DTE: TEXT & GRAPHICS BALL BE INSTALLED ON DTH FRONT & BACK :'THIS SIGN. I -SIGN MESSAGE PANEL 4 IN. SMALL LETTERS AND 5" CAPITAL LETTERS. 0.5" X 52" SOLID LINE SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. MULCH 3" DEEP AFTER PLANTING "--AND WATER THOROUGHLY FINISH GRADE ��vnrr era SURFACE PARKING EXPANSION I AIP NO. NON -AIP (LOCAL ONLY) LANDSCAPE, SIGN AND DRAWN BY: JF LIGHTING DETAILS DESIGNED BY: DTA CHARLOTTESVILLE- ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 4\47 \1 JOB NO. 12064 SHEET L-4 OF �cbzl3c €°n€ L. n >:1ov: LIGHTING ,%10 1WAA 19aOaGe'rt,6l Job Nam Charlottesville Airport ParMng Catalog IN tmb r; Type: SNS- 17.540- 11•- A'B- PC(D8) -0 Ui19 POLE NHS 6ttim'9li by L�qhiinq VI `9130 °t.EtVOI 2.0 lCataloo Num4er: TV p � � � LIGHTING. 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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 FORM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPIILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. THE CONTRACTOR SHALL USE THE SPECIFIED LIGHT FIXTURES AND POLES OR APPROVED EQUALS. 4. COLOR FOR ALL POLES AND FIXTURES SHALL BE DARK BRONZE. SCALE: NTS 1 COUNTY COMMENTS REVISIONS 2 COUNTY COMMENTS REVISIONS 91S� REVISIONS DTA I DTA 1512114 1 0.0 0. I \ 0.1 0.1 *0.1 0.1 0. *0.1 0.1 0. 0. 0.0 +.2 0.2 +0.2 *0.2 0. 0. 0.1 0.2 *.3 .3 +.3 0.3 0.2 0.1 /.3 0.2 0.4 +.s 0.4 +0.4 0.2 0. 0.2 + 1 .3 0.5 0.7 +8 0. 0.6 +0.5 tl.4 0.3 2 +.1 0.2 +.4 0.7 *0.9 1.1 +.1 0. 0.7 0.6 0.5 .1 0.3 0.5 0.8 1.1 1.4 1.3 1 0.9 0.7 0.6 0.4 0. 0.7 1.0 1.1 1.4 +.4 1.2 0.9 0.7 0.4 0.3 .2 0.3 0.5 0.8 1.2 1.3 1.7 2.C5 + 1. .6 0.7 0.4 0.2 M .2 0.4 0.6 0.9 1.1 1.3 *.7 2.7 2.9 1.8 1. 1.1 * .4 0.2 .2 0. 1.0 1.3 1.6 1.8 * 2.9 1.6 .2 0.4 0.7 0.9 .2 .3 1.5 + .0 1.8 .5 1. 1.0 + 0.4 0.6 .7 1.1 1.2 1.3 1.5 1.1 0.8 0.6 0.3 4 0.8 1.0 1.1 1.1 1.2 1.0 0.7 + .5 0. 0.1 0. 0.3 0.4 0.5 0.6 0.7 .8 .8 0.8 0.6 0.4 0.2 0.1 1, . 0.2 0.2 0.3 0.4 0 *0.6 0.5 0.4 0.3 0.1 0.1 + .1 + + + + + 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.3 + .3 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.2 .2 0. 0.0 0. / / / / / /� / \ / / \� /� 0.1 0.1 0.1 0. 0.1 /.� // 0.1 0.1 FA N 0 01 - LIGHT & PHOTOMETRIC PLAN SCALE: I" = 30' DTA DTA 7/3/14 ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311' ROCKFISH GAP TURNPIKE GREENWOOD, VIRGINIA 22943 ANHOLDLA. COM 434- 882 -3420 iI BY APP. DATE N .o 0. 0.0 0.0 0.0 *0.0 �iru 0.0 0.1 0.0 *0.0 0.0 0.0 0.1 .1 + +0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 .1 0.1 0.1 0.2 0.2 0. 0.1 0.1 0.0 0.0 .0 0.8 * * 0 0.0 +.0 0.1 0.1 0.1 0.2 .3 .8 1.3 .8 0.7 0.2 0.1 0.1 0.0 0.0 0. 0.0 0.0 + 0 + +.0 _ C4 -BC P/ /j 0.0 +.1 + 1 +0 *.4 0.7 .2 * 4.6 +.2 20 0.7 +0.2 0.1 0.1 0.1 0.0 +.0 0.0 0.0 0.1 0.1 0.2 * .3 0.5 1. 2. 3.5 5.2 3.5 3.0 4.0 3.3 + 9 +0.4 0.2 01 0.1 0.0 0. 0.0 0.1 0.1 0.0 0.0 0 0.1 0.2 0.4 0.8 .6 2. 2.5 2.6 3.3 4.5 4.3 .7 + .2 + .6 1.2 0.3 +0.1 0.1 0.1 0. 0.1 0. 1 0.1 0.0 T *.0 0.0 0.1 0.1 0.2 0.3 0.8 1 2.4 1.8 2.0 2.6 3.1 3.5 4.1 3.7 2.9 2.8 3.1 0.9 0.3 0.1 0.1 0.2 0.2 1 0.0 0. 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Cy BC +.2 MH: 20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 0.6 L 1. 2.5 2.7 2.0 2.1 1. 1.6 1.9 2.0 2.1 2.5 2.1 * 2.0 2.1 1.6 1.8 6.1 5.8 3.0 0.5 O4 2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0. 0.0 0.01 .0 0.0 0.0 0.0 0.1 0.1 0.1 +.4 1 .6 + 2 2.1 2.2 +.1 2.3 +.2 1. 1.8 1.9 2.1 1 1.5 1.9 1.9 3.0 5.0 + 1 1.4 0.3 +.2 02 0.1 0 0.1 0.0 0.0 0.0 0.0 0.0 12., 0 0. 0. 0.0 0.0 0.1 0.1 0 0 0.4 1.5 3.8 3.5 2.5 2.1 2.6 3.0 1.9 2.0 2.6 2.1 1.4 1.2 1.7 30 38 2 16 03 01 01 + 1 00 00 00 00 00 00 0.1 0-�" 0.0 0.bt- \0.@/ 0.0\ 1 0.1 0. 0.1 �/*0.1 0.0 0.0 + 0 0.0 0. 0.0 0.0 .1 +0.1 0.1 0.0 .0 0.01 0. 0.1 0.1 0.2 0.5 0.0 0.0 0.0 D. 0. 0. 0.2 0.0 0.0 .01 0. +.1 0. 0.5 .5 0.0 0.0 *.0 0.1 0.1 0.1 0.2 1b& 0.0 0.01 +0.0 0.1 0.1 0.1 / 0.1 0.1 *.3 0. * B 0.2 p.3 / A0.5 0.5 C5W 0. 0. 1.3 3.9 2.1 2.0 2.1 2.3 .2 + .1 1.9 3.8 3.3 1.0 0.9 1.2 1. * . +.8 .2 0.5 0. 2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 2 0.2 .6 + .1 + 9 +2.0 1.6 1.8 1. 1.8 *.9 2. 2.2 1.8 2. 2. 0.7 0.8 1.1 1.3 1.2 +0.8 0.5 0.2 0.1 0.1 + .1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Label 0.3 6ttim'9li by L�qhiinq VI `9130 °t.EtVOI 2.0 lCataloo Num4er: TV p � � � LIGHTING. Job Name: CL1- A- 90L:D- - VVl D8 Charlottesville Airport l� trtg �+ i .r5W ViROINIA 3.0 Iu tfs', 2.0 0. .. 0. 0.0 0.0 0.0 0.7 a.4 Y..,eN iTk.Sk + 0. + 0.2 + .1 0.1 0.1 0 {ARI. 0.0 0.0 SMfICfii/lW + 0.0 0.0 * .0 r€ ucrt s s firOSir9tC ill; i a- n&0,Vl d ins • 0PIixiel ti,un' tit t l'%di0STl q ', 1f1INI'nr (1,10" immillry Oro 04A 0.0 0.0 0.0 0.0 0.0 iY '1 xTiCf off h d 11, ' 1"V n03i, 0 11 h3 C 3Eca ol'isdin4y Orris, fmrt R:L E)Ov 5lunetXt Ppc 1l,Ov t- +1 tt+ a F,# ;M1 Top of tN" Wang vinti4d, mwawisrt o'n- T aed him 20 0 Circuit L tookia wfln a a0 W"Wey, + .3 2.3 2.9 2.9 +4.0 3.2 RMW, ll§e.T dig-tat ald ?p`#iE neat 0. 0.1 0.0 vnk =gSn1*s 1110TdO OnOns E f t0,, 0 11A 0 t 7vd i 48* %wtft 9 0L 00r, � &Ia oI'nr" ars h and V�ticat I 1?'Wiki T tier tramimed lumm tutew,, 0.2 r x 0.1 90 xta 3,4 ViEV 30 U0 .0 «Ie0 e�A1c>� s�e°k, n.uHFYt a "t, 0.0 • k`U`&ati it ia'#id D1E+J"s3C3 @C?ti rt- Wit TOrGrtltlTUiTA: armDOgOt Operator) 00l"M J001w a't0 +&t`Al the'OtI` Sue 0.5 + 2.8 2.3 .0 1.8 1.8 . one wou tale cut 5,1a "tTtE et grin • SvIt tpioteel of ,,,'OKA 121 VSK'tvauE, 1.8 tx mer Oitel seal awidBich tonpell enfooOf320VL hwve"Ac:2oi 6.2 r'ati v tiB L` V IM. rating 2,11133 + 0.4 • Butd NaI1.`!E got "'80 Wilts) B' gIviie for Luinen €nFS€n 0.4 46 s oI Oho r69r# t 7i ➢1 G4tlme ^ LIVat 60,OM �1rs tF :rT" pea o", 60 LE:.L1 90 L[D laktiar86t$k3fif'97titLNi�eDnE EA,..�IAY.311t[AS3'Af;fdk ?R a' § ^l1) 0.1 Ilic�"F ypf.,, Ic "dstt hilidIr:u 0.0 + 0.0 0.0 InaLTIIatT01T: 0.0 • wiartiii keel idr di 3T7b`G`IkTS110c'lI • %v9 dgi k�'i' al, iTd wl" arTl t1esigw5 T€Y7 0.0 t tD St'.I il1t'i11tGGdIi+FrTnty tfrtr,Irdlwt a.�qk3tF3T9 #�0.1fi cic:AfY + t40x'9f�I4y i'00 Ista1 s1T1ta' es, toftVAM . 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THE POLE FIXTURES WILL BE MOUNTED HORIZONTAL AND SHALL NOT BE TILTED. 2. 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 FORM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPIILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. THE CONTRACTOR SHALL USE THE SPECIFIED LIGHT FIXTURES AND POLES OR APPROVED EQUALS. 4. COLOR FOR ALL POLES AND FIXTURES SHALL BE DARK BRONZE. SCALE: NTS 1 COUNTY COMMENTS REVISIONS 2 COUNTY COMMENTS REVISIONS 91S� REVISIONS DTA I DTA 1512114 1 0.0 0. 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COM 434- 882 -3420 iI BY APP. DATE N .o 0. 0.0 0.0 0.0 *0.0 �iru 0.0 0.1 0.0 *0.0 0.0 0.0 0.1 .1 + +0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 .1 0.1 0.1 0.2 0.2 0. 0.1 0.1 0.0 0.0 .0 0.8 * * 0 0.0 +.0 0.1 0.1 0.1 0.2 .3 .8 1.3 .8 0.7 0.2 0.1 0.1 0.0 0.0 0. 0.0 0.0 + 0 + +.0 _ C4 -BC P/ /j 0.0 +.1 + 1 +0 *.4 0.7 .2 * 4.6 +.2 20 0.7 +0.2 0.1 0.1 0.1 0.0 +.0 0.0 0.0 0.1 0.1 0.2 * .3 0.5 1. 2. 3.5 5.2 3.5 3.0 4.0 3.3 + 9 +0.4 0.2 01 0.1 0.0 0. 0.0 0.1 0.1 0.0 0.0 0 0.1 0.2 0.4 0.8 .6 2. 2.5 2.6 3.3 4.5 4.3 .7 + .2 + .6 1.2 0.3 +0.1 0.1 0.1 0. 0.1 0. 1 0.1 0.0 T *.0 0.0 0.1 0.1 0.2 0.3 0.8 1 2.4 1.8 2.0 2.6 3.1 3.5 4.1 3.7 2.9 2.8 3.1 0.9 0.3 0.1 0.1 0.2 0.2 1 0.0 0. 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INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com Label 0.3 .7 2.5 2.0 + 1.8 1.7 +.8 2. 1.7 1.7 2.1 2.5 3.0 + 4 2.0 0. 0.0 0. 0.0 0.0 0.0 0.7 + 0.5 + 0. + 0.2 + .1 0.1 0.1 0 + 0.0 0.0 0.0 0.0 + 0.0 0.0 * .0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0 11 5 20 +1 12 C2 -BC 20 0 0. 0 1.3 1.7 2.3 2.7 2.9 3.0 2 + .3 2.3 2.9 2.9 +4.0 3.2 .4 0. 0.1 0.0 0.0 .0 +0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.2 0 0.1 * .0 .0 0.0 0.0 2. 4. 0.5 + 2.8 2.3 .0 1.8 1.8 2.0 0.3 1.8 + 1.8 2.0 2.4 2.9 6.2 3.5 0.8 + 0.4 + 0.4 0.5 0.4 0.3 0.4 0.2 0.1 0.1 0.1 0.0 0.0 + 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 + / 0.2 .3 0. 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 .3 0.1 0. 1/ + .1 0.1 0.0 +0.0 0.0 2.5 6.9 .5 .2 2.1 2.2 2.1 1.9 +.0 1.9 1.9 2.1 6 0.9 0.4 + .4 0.3 0.2 0.2 0.1 +D.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.1 -BC 0'1 +0.0 0.1 0.o 0.0 0.0 2 0.0 0.0 0.0 + I�AH: 20 0.0 +0.0 +0.0 0.0 0.0 0.0 * 0.0 * 1.7 1.5 2.0 2.3 .6 2. 2.3 2.2 2.1 2. 6.4 3. 0.9 0.5 0.4 0.3 0 0.2 0.1 .1 0.1 0.1 0. 0.0 0 0.0 0.0 0.0 0.0 0 1.8 .8 1.8 2. 3.3 W 1 2.7 2.6 + 2.6 3.4 4.O 3.6 + 0.5 0.4 0. mg 0.2 0.1 0.1 0.1 + 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .20 2.2 1.4 1.6 1.5 2.1 2.4 3.2 2.7 2.6 2.9 3.3 7 2.4 1.6 1.1 + .6 0.5 .3 0.2 D.1 0.1 0.1 0.1 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 2 0.3 /0.3 +.4 u% �.8'N 1.6 2.1 2.3 + +2 + + + + + + + + 2. 3.1 + 7 3.3 4.1 4.9 6.6 4.3 0.9 0. 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 C5W 2.7 * +1 .2 3.6 6.2 +.7 3. *3 1.8 0.2 0.1 0.1 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 A11fi: 203 �+3 2.4 3. 3.2 3.8 4.6 +6.1 1.6 0.3 0.1 + .1 0.1 0.0 + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �C3A�4uu-BC D.1 1.7 2.1 2.5 +2.5 3.2 3.8 4. 3.6 1.6 ,•9.4: 20 0.2 +.101 0.1 0.0 0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.1 1. 1.5 2.D 2.0 2.3 2.4 2.7 1.8 0.4 0.2 * .1 0.1 0.1 0. 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 + + 0.2 0.2 0.3 0.2 0.3 0� �J Q� Al 0.5 / 02%?'. . 1.2 1.8 0.4 0.5 0.7 + .9 0.4 0. 0. 0.9 / 0.3 0.4 0.6 0.3 0.4' DELTA AIRPORT CONSULTANTS. INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com Label 0.3 Units Avg Max Min Avg /Min Max/Min 1.2 1.1 1.3 1.4 .8 2.4 2. 2.9 3.1 3.2 3.1 + 2.7 1. 1.4 1.7 1.4 + 0.3 * .2 0.1 0.1 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +.6 1.5 4 .4 1.0 0.3 0.1 .1 *0.1 0. + .8 1.1 1.5 1.8 2.8 2.7 3.2 2.5 .1 1. +2.8 2.4 0.7 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 0.0 0 11 5 20 +1 12 C2 -BC 20 0 0. 0 1.3 1.7 2.3 2.7 2.9 3.0 2 + .3 2.3 2.9 2.9 +4.0 3.2 .4 0. 0.1 0.0 0.0 .0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0.3 /0.3 +.4 u% �.8'N 1.6 2.1 2.3 + +2 + + + + + + + + 2. 3.1 + 7 3.3 4.1 4.9 6.6 4.3 0.9 0. 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 C5W 2.7 * +1 .2 3.6 6.2 +.7 3. *3 1.8 0.2 0.1 0.1 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 .0 A11fi: 203 �+3 2.4 3. 3.2 3.8 4.6 +6.1 1.6 0.3 0.1 + .1 0.1 0.0 + .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �C3A�4uu-BC D.1 1.7 2.1 2.5 +2.5 3.2 3.8 4. 3.6 1.6 ,•9.4: 20 0.2 +.101 0.1 0.0 0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 0.1 1. 1.5 2.D 2.0 2.3 2.4 2.7 1.8 0.4 0.2 * .1 0.1 0.1 0. 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 + + 0.2 0.2 0.3 0.2 0.3 0� �J Q� Al 0.5 / 02%?'. . 1.2 1.8 0.4 0.5 0.7 + .9 0.4 0. 0. 0.9 / 0.3 0.4 0.6 0.3 0.4' DELTA AIRPORT CONSULTANTS. INC. 9711 Farrar Court, Suite 100 # Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 # www.deltairport.com Prepared by: LIGHTING VIRGINIA CENTRAL 40OG -2 Southlake Blvd. Richmond, VA 23236 Tel: 804,379 -7777 www.lightingvirginia.com 0.0 0.0 0.0 GENERAL NOTES: 1. All pole luminaire heads mounted at 20' AFG 0.0 2. All pole luminaire heads to be mounted with RIGID arm (0 degree tilt), see catalog cut sheet for rigid arm specification Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property line 1 Fc 0.10 0.5 0.0 N.A. N.A. 1.3 +.6 1.5 1.4 .4 1.0 0.3 0.1 .1 *0.1 0. 2.67 0.0 0.0 +0.0 14.00 9 C4 -BC 20 0 11 C5W 20 +1 12 C2 -BC 20 0 13 C5W 20 0.8 14 1.0 20 0 0.7 0.4 0.2 0 0.1 * .0 .0 0.0 0.0 0.0 0.0 0.5 0.6 0.7 0.7 +O. 0.3 0.2 0.1 0.0 .0 0.0 +0.0 0.0 0.0 0.0 0.3 0.4 0.4 0.4 + .3 0.2 * + 0.1 +0.1 .0 0.0 *0.o *0.0 0.0 0.0 0.0 + / 0.2 .3 0. 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. 1/ + .1 0.1 0.0 +0.0 0.0 0.0 0.0 0.0 0.1 .1 0. 0.1 0 0.0 0.0 *0.0 0.0 0.0 0.0 0.1 0'1 +0.0 0.1 0.o 0.0 0.0 0.0 0.0 0.0 0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 Prepared by: LIGHTING VIRGINIA CENTRAL 40OG -2 Southlake Blvd. Richmond, VA 23236 Tel: 804,379 -7777 www.lightingvirginia.com 0.0 0.0 0.0 GENERAL NOTES: 1. All pole luminaire heads mounted at 20' AFG 0.0 2. All pole luminaire heads to be mounted with RIGID arm (0 degree tilt), see catalog cut sheet for rigid arm specification Calculation Summary Label CalcType Units Avg Max Min Avg /Min Max/Min Property line Illuminance Fc 0.10 0.5 0.0 N.A. N.A. Site Illuminance Fc 1.03 8.4 0.0 N.A. N.A. Parking lot Illuminance Fc 2.67 8.4 0.6 4.45 14.00 Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF [MANUFAC] Description 3 4 C2 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K -2 -BC 5 3 C4 -BC SINGLE N.A. 1.000 SPAULDING LIGHTING CL1- 90L- 4K -4 -BC 7 6 C5W SINGLE N.A. 1.000 SPAULDING LIGHTING CL7- 90L -4K -5W �L 1 ti D� r o 5 -2 -14 DAVID T. ANHOLD CERTIFIC/ATE No. �r 000311 LANDSCAYt �4C NOTES: Luminaire Location Summary LumNo Label Z Tilt 1 C2 -BC 20 0 3 C4 -13C 20 0 4 C5W 20 0 5 C4 -BC 20 0 6 C5W 20 0 7 C2 -BC 20 0 8 C2-BC 20 0 9 C4 -BC 20 0 11 C5W 20 0 12 C2 -BC 20 0 13 C5W 20 0 14 C5W 20 0 15 C5W 20 0 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND /OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND /OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. SURFACE PARKING EXPANSION LIGHT & PHOTOMETRIC PLAN AIP NO. JOB NO. NON -AIP (LOCAL ONLY) 12064 DRAWN BY: SHEET JF L-5 DESIGNED BY: OF DTA CHARLOTTESVILLE - ALBEMARLE AIRPORT SCALE: DATE: AS NOTED FEB. 18, 2014 :5 �_ ) 0 � ", �: 7 Lf, C) I? (O " C co CL 4) A, E a co .. 1q, I (o LU 0 L') !�! < 1 ..2 (D 90 3: 9 LU Of 0 X I I 11 ,� , �, Z�, :,�,�c ,�::, "111 I 1, 1, I I �: �� , I , - ; , I , , ��.,, �,7� I �LEGENb , " I- 14 �i: I ', x I 'I; , I �:1 [AIRPORT . EXISTING P'rROPERTY LINE - - - - - RUNWAY OBJECT FREE AREA - RUNWAY SAFETY AREA _� " 0A TAXIWAY OBJECT FREE AREA - � I � Z TAXIWAY SAFETY AREA I �� SECURITY FENCE � __/�__ - Y___ RUNWAY PROTECTION ZONE I - INTERIOR PARCEL V ADJACENT PARCEL - - - ENCUMBRANCEAREA ...... - --- BUILDINGS 1111WE PAVEMENT EDGE$ --- I ROTATING BEACON _�`r RW END IDENTIFIER LIGHTS (REIL) 0 - AIRPORT REFERENCE POINT - ci "I, WIND SOCK , 11, . �- MALSR . Q AUTOMATED SURFACE OBSERVING SYST. 01,11 AVIGATION EASEMENT �, PAPI NA PROPOSED LAND ACQUISITION - NA EXISTING AIRPORT PROPERTY Z�_ EXISTING AVIGATION EASEMENT J�1_ ADJACENT PARCEL (�)_ ENCUMBRANCE OF AIRPORT PROPERTY I F47 GENERAL NOTES I I 1. BUILDING LOCATIONS DEPICTED BASED ON EXISTING 9-52- W (2004) TOPOGRAPHIC/PLANIMETRIC INFORMATION AND ARE SHOWN FOR GENERAL MAGNETIC DECLINATION REFERENCE ONLY. utility 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THE _� " 0A PARCELS ARE SUBJECT TO ANY EASEMENTS OF RECORD AND OTHER PERTINENT � I � Z FACTS THAT A TITLE REPORT MIGHT DISCLOSE. I �� 3. ALL DEED BOOK, WILL BOOK, AND PARTNERSHIP BOOK REFERENCES ARE TO THE � ; � CLERICS OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. / 1 V 4� THIS BOUNDARY SURVEY DOES NOT INCLUDE A PARCEL KNOWN AS "HAZARD I I � BEACON ON APEX OF PINEY MOUNTAIN', CONTAINING 0.96 ACRE, AS SHOWN ON I SHEET 2 OF 2 OF "CHARLOTTESVILLE-ALBEMARLE AIRPORT, EXHIBIT A, _",O� COMPOSITE PLAr, DATED DECEMBER 10, 1986 BY ROUDABUSH, GREENE, & GALE, 304/487 INC. SAID PARCEL IS ALSO KNOWN AS PARCEL 18A ON ALBEMARLE COUNTY TAX 0.00 MAP 20. PROPERTY RELEASED 1,ji,---? -'j 20.490 f, BY CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY IN 1992. �� J, ,,I .1;� ,,,,, ,�� ' ,", \ � �111 1, - " 5. THIS PROPERTY IS IN FLOOD ZONE C; IT IS NOT IN A H.U.D.-DEFINED 100 YEAR _i , �, � I � I �,�;, , - I - , , FLOOD PLAIN. �11 ,j I � I / I . I 1 � , I "' �i 11 6. THIS MAP HAS BEEN COMPILED FROM PRIOR SURVEYS AND HISTORICAL DATA. - I . 41 6 1. �, ` � - " C -� %__,, -, , _� �, - I � .... � /� " , I K - - I -1 �� j;,,,,�,,` �--,, � ��, �_� � r " c -,-,-- -�7 --, 11 -------- �,)�V�l �,rii%l ,� -, � - - -,, 1�1,,,� _,,;,,�? , i , , I I - - , � ; � 1-1 __/\_r��, �'%, ': ;� 11 0 - //// 7A-_4--' -I C f43 -i- � I � i,_� - 1� / V�� 1 11�1 V, 11_!_��_ ,t� _J 1 ,� - -, , " - ____ 1�� I . E __ 4� . - I - I �/_ , '�,` ,,',�' - / 0 - - - _��, , -, , .. ,� , �� . . \ , I V I � /I - _,�,, 11, � " I 11 ,1 1� A- I I '' �, --il -, ,, I TI , 1--w - i ��j �, � .... I , ' I '-- ,; " I " ' I . ' ,','�_ Z-1 , I � I ��Rl -1 1� . W 2 _ 11 � r A18 i I ,� U,�1i""'1]" V I I � , 11 a, 1 1 il.- ' � _ " � � I4, ,,, ,� I I 11 TRANSACTION NOTES � I , ," I ' i I .,-, , /,, - � � , , 31 11 A63 I I . I 11 , _:�, I I I'�, , 1 _4___ 1 1 11 � ,, . I __ / / I � D I I � �� I I - -_ , :::::::::::::: . I " '- , 4! L , q _�, , : 66 !. 11 I I I I . AIRPORT PROPERTY OWNERSHIP WAS INITIALLY HELD JOINTLY BY THE CITY t��, � ��,� / , , " 3 , t�: N � 11, - � � L�� I z,,�:,_" , , 1- ��_ 1 1 � " V 4 , I ", 1 1-,-"---------,.�,,�-�,--,-",-�--I _ I . I - , i OF CHARLOTTESVILLE AND ALBEMARLE COUNTY. ALL AIRPORT PROPERTY 4 , '' 4 I _�_ 1 ,� ...... �� . )� � , 11 Z _ ; "��( I -, 3\ _ # - �-;l '(�'� ::_1 ,�,/i��,Z-, I I i AS OF FEBRUARY 2,1975 (APPROXIMATELY 604 ACS. FEE PLUS EASEMENTS) I " / " �_;i ,2 , ,59 1 �. \ ) - 'I' 1 - I \ � A6O L 5 "' i � I I I - _� I �_,o' ,,-,--,. __ -�.__---j I I F I I WAS TRANSFERRED TO THE CHARLOTTESVILLE-ALBEMARLE AIRPORT BOARD. . '_�, \, ,, A i ` - I 11--l- L167'- 5 r - THIS TRANSACTION IS RECORDED IN DI3 60710036, ALBEMARLE COUNTY, VA. 4 11 "", �, ' ` - L ----------------- 11 11 01� - ____'��__&_/ , I ', _��____�_____ � I i / , �_ � �- t, , - I , , �, I I / i�:� Il-", . , -, 0 �_ -4 -, , , _ I '. �, i I I , , , - I , 'I 'i - " , , -_ " � �_, , j-, `i,, (, 1�, \N;, . 1 2. ON OCTOBER 3,1984, ALL AIRPORT PROPERTY (APPROXIMATELY 611 ACS. * /I , I , %I� 1 I: " i�, , 11 � , , I, A - ------ , � _� \\� I I �j I , I ' '___'t�_ r", " 11 , I - � � ;'-' � \_ - 11 I I ..,/� � I � I FEE PLUS EASEMENTS) WAS TRANSFERRED TO THE � I i //2� , "" " . , � � 1 ,,.-� ,-�_,, �.. ''I , � ,� -S, I -1 i -�� , , , CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY. THIS TRANSACTION IS I � ; I / I ','�,, -, I I I r ' A ,� 11.1__� . � 1� Z 79 / , I I � A58 11 62 ' .� I I I I � I ,� 'p, 4 .. , - RECORDED IN DB 818/210, ALBEMARLE COUNTY, VA. - I i I I �i Am 11 L ------ Z� _� _7,_`�'e Z� <�,_, i � ?, q I _11'� I it / r-, , /_ , ; 1\ I 1, ___) I _:i_:;/ � I i ,;-< __ � " P � , q r-1 1=RA=K1TQ L41=1 n Ml DAMn=1 Q I ATCO At-nHIDCn 13V'rUC r_1MA1C0K11K1f1_ M^MN/ I ,C_ - 0 ( I ,,, - L, / I - 1 , ___ - __ �4_ _--l-M4 I'll , I 1 7;7 ___ ------ - . _ / < _ \ . � I �, ,�� I ,� I �( / I'll, �:�, � , - _ -_ - - I-' ,,, �,> // , J - OF THE AIRPORT ARE NOT DEPICTED ON THE PROPERTY MAP IF THE PARCEL P � --I- I I i; /:�', 'I.,.,- I I I ' �- I I , ---�g I ", �� jj�'f ,,__,Vl)'I",*�i- I' � L S IS NOW OWNED BY THE AIRPORT AUTHORITY. SEE TRANSACTION TABLES i I " VM �'1'11' � ,,-/ ..... . :� �_ /78\ t i:& .. - / 5 - --- _� �`," I 1, I _ _ � / , -1 -- .1 � I I, � _Tr I ' " 1-1 \ i FOR DETAILS OF EASEMENTS PREVIOUSLY HELD. , I 0* I - I __ �� '�z - - - - - , -,�- -1 / - 11 8 ;j) I / '_ I %, U - I L " � , 9W - -WOML- - - D L I I - � ,�\\ I - _Z J ,:1 I ". , 1, � � �,T L� .;,1.1'1_ . L I , , I L . L L ,_ , - I L , " : � ��' , ��'.,�,��" ,�' 'J.�, ��'�:LL - L L EAS ilt� L', :_�r,i; ,., , �,: L ,.,� � I 11 ' L L I ' " I L, � I � ", , � � ,' 'r , , , ;',� "�� "" I ,. L,:_ :: - - 11 L, _L'�'_ 1 4,� IGATION EMENTTABL L - - - I :�' - � _, __' _,!:�:;::�:, ��':�:�:! �, I , '' _ ;� I 11 � 1. 11,� I .i�,��:"'�, L W: I I I �, - �, ;": , : i ,�, ; - - :, �, �_ � ' L I ' 'L L�, : I : L" �' , �, �_ _ ,�,�, 1 5 � - � ' - " , _ , , I , , ,: , ,,, L . __ - 11 I.;L L " L' � L,,; ,','�.�,!�,,",,j,, � L , , ItAIS'll I RO ERTY, "I, 1�1, - _:�_i L � '' �, , 11 11 � ,, , . - I- , . - I L ��Ii : , �, � ' IN � _'P�_. % � ""I L_ I 1. " _ ' ' , I I I �" I'- I - ", ,�, �� ": �, : , L, ' �_ - _ ' "Ill, 11 'L 11 I I I I I I � I�,�L , .- 11 - "6A 'L I - : I �, , ,, :- L ��` I: � " L'L�; - 'L , ' , " " , ; , _,,'_',�'�, f , � �, I 1-11", : Z�l 0. � TAX MAP / I DB/PAGE I PREVIOUS OWNER ACREAGE GRANT NO. OR P JRPOSE OF ACQUISITION / lc�; .F. N PARCEL NO. RECORDED I PURCHASE INFO. EASEMENT TYPE �jj 11 - I - �, FEE CUM. EASEMENTI CUM. I - , 211 1 32/56 298/87 Titus Pankey, Jr. 73.750 73.750 10/25/1951 FAAP 944-016-0301 Initial Airport Construction Initial Airport Construction , F111 2 297491 E.T. Muse 22100 95.850 10/26/1951 FAAP 9-44-016-0301 ( , 1. , I , -, 3 298-116 Manda Frazier 5.250 101.100 11/19/1951 FAAP 9-44-016-0301 i , �,4"' Initial Airport Construction I ; !�,� 4 32/57 298/316 Viola Grigsby 5.270 106.370 1212611951 FAAP 9-44-016-0301 Initial Airport Construction L I I , 5 32149 299/540 Francis Brown 1 9.690 116.060 1 2/2511952 FAAP 944-016-0301 Initial Airport Construction L , -ii,� `1�,,j 6 32/49A 300/273 Carrie Watts, at al. L 5.380 121.440 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction , I . ; '. 7 300/255 Dirk Dehooge 17.290 138.730 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction f, V1, � " � 8 32/56A 300/267 Elmer McClammer, et al. 162.040 300.770 4tl3/1952 FAAP 9-44-016-0301 Initial Airport Construction , Fn 9 32/49G 300/270 Garland Robbins 6.970 307,740 4/1311952 FAAP 9-44-016-0301 Initial Airport Construction 10 3001257 McKinley Goggins, et al. 11 28.170 335.910 L 4/13/`1952 FAAP 9-44-016-0301 Initial Airport Construction I . I 1 32149C 300/264 McKinley Goggins, et al. 10.120 346.030 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 1 12 300-261 McKinley Goggins, et al. 5.880 351.910 4/13/1952 FAAP 944-016-0301 Initial Airport Construction 13 32149F 300-276 Ross Lillard, at al. 32.200 384.110 4/1311952 FAAP 944-016-0301 Initial Airport Construction L 14 300/390 Specialties, Inc. 97.260 481.370 5/28/1952 FAAP 9-44-016-0301 Initial Airport Construction � 15 31/23 304/487 Edward Morris Chisholm 1.500 482.870 utility Curve 301 953 FAAP 9-44-016-0301 Initial Airport Construction 2 16 31123 304/487 Edward Morris Chisholm 13.670 496.540 Power - . 3/2/1953 FAAP 94"16-0301 Initial Airport Construction 0.200 17 31/23 304/487 Edward Morris Chisholm 0.00 299/541 20.490 20.490 3011953 FAAP 9-44-016-0301 Flight & Utility Easement 5 18 311/289 304/397 Henry Garrison 4.200 500.740 Cemetery 6 4/211953 FAAP 9-44-016-0301 Initial Airport Construction 216.28' 19 C324 307/378 Specialties, Inc. 3.240 503,980 Utility S-1 6.1 -6!5?E 4/19/1953 . FAAP 944-016-0301 Initial Airport Construction 8 20 32/67A 309/216 G. C. Spencer 84.300 588.280 Cemetery 9 2/1/1954 FAAP 9-44-016-0301 Initial Airport Construction 1 576.26' 21 1 471.47 309/216 G. C. Spencer 3.220 59i.500 Utility 471.38! 2/1/1954 FAAP 9-44-016-0301 Initial Airport Construction 1 1 22 32/61 309/366 � Aubrey Blakey 0.00 21.77 __i7__.2M00 0.530 21.020 2125/1954 FAAP 9-44-016-0301 Flight& Clearing Easement 6126/1984 23 31/54 309/385 Pleasant Grove Baptist Church 0.00 561/102 1.020 22.040 3/10/1954 FAAP 9-44-016-0301 Flight& Clearing Easement � � 14 24 31/55 310/451 Henry Garrison 0.00 1 162.00 5.280 27.320 5/1511954 FAAP 944-016-0301 1 Flight & Clearing Easement � C17 - 25 33.99 311/288 Emma Cook, et al. 11.460 602.960 Utility 1470.00 6/30/1954 FAAP 94"16-0301 Initial Airport Construction 17 26 31/66 314/437 John S. Battle Jr. 1.940 604.900 Telephone 18 1/19/1955 FAAP 9-44-016-0301 Initial Airport Construction 1 51.25 27 20/18A 314-555 Charles Duffer 0.960 605.860 Utility 34WO4" 1/20/1955 1 Piney Mountain Obstruction Light 20 28 32t6l 549/118 Aubrey Blakey 0.00 C309 0.590 27.910 4/19/1974 ADAP 8-61-0004-01 , Flight Easement . NII'24!14V 29 46/1 550/409 Rosalee Branham Haught 0.00 852/282 7.600 35.510 5/14/1974 ADAP 8-51-0004-01 Flight Easement 23 30 321WA 553/491 Eva Kennedy 0.00 653.90 1.000 36.510 6/10/1974 ADAP 8-51-0004�01 Flight Easement 127.50 31 45f5l 569/485 John Groundwater 0.140 606.000 utility 214.80 3/14/1975 ADAP 8-51-0004-01 MALSR Installation 26 32 45/51 569/485 John Groundwater 0.00 1 N20-,006T - 2.670 39.180 3/14/1976 ADAIR 8-51-0004-01 Flight Easement 198.87 33 31/55 593/312 June Gray 2.590 608.590 utility N41*IV081E 423/1976 ADAP 8-51-0004-01 MALSIR Installation 29 34 31/55 593/312 June Gray 0.00 S10*3TI8'W 5.200 44.3SO 4/23/1976 ADAP "1-0004-01 Flight & Clearance Easement N 16*1195FE 35 45/51A 612168 Wilbur Clarkson 0.00 1168/327 1.860 46.240 1/6/1977 ADAP 8-51-0004-01 � Flight Easement . � 32 36 32/60B 613198 Clarence Johnson 0.00 N21*4'rWE 2110 48.950 1/24/1977 ADAP 8-51-0004-01 1 Flight Easement 1 N 09*14'OT E 37 31/23 645/215 Edward Morris Chisholm I 0.00 1261/168 4.900 53.850 4/19/1978 Non-Federal Flight, Clearing, Grading, & Obstruction Easement 35 38 31/23 645/215 , Edward Morris Chisholm 0.00 N11*5624T - 3.590 57.440 4/19/1978 1324/443 Flight, Clearing, Grading, & Obstruction Easement N 8110025"W 39 31/23 645/215 1 Edward Morris Chisholm 0.00 1337/52 12.970 70.410 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, & Obstruction Easement 38 40 31/23 645/215 Edward Morris Chisholm 0.00 L39 14.290 84.700 4/19/1978 ADAIR 6-51-0004-04 Flight, Clearing, Grading, & Obstruction Easement . NW3324-E 41 32/10A 781/94 Ross Krum 3.980 612.570 ROW NIB'4V39V 1114/1983 L41 Airport Development 41 42 32/48 820/143 James Hahn 0.00 L42 0.227 84.927 10/24/1984 Non-Federal Flight & Clearing Easement - N80*IT02V 43 L43 I 820/139 VA Department of Transportation 0.00 1570/679 0.007 84.934 11/19/1984 Non-Federal AvIgation Easement 44 44 3219C 863/1 Crutchfield Corp. 4.630 617.200 Utility Easement 45 12/20/1985 1579/191 Airport Development . L46 45 3219C 863/1 Crutchfield Corp. � 0.00 1579/196 7.610 92.544 12t20/1985 AIP 3-51-0004-02 1 Avigation Easement 47 46 32/10 1139/42 VA Department of Transportation 0.00 61.61, 0.143 92.687 214/1991 1626/241 I 1 Avigation Easement L49 47 20/18A 1247/418 USA 0.00 1655/267 0.960 93.647 8/21/1992 41.31' 1 Piney Mountain Obstruction Light 50 48 32/10 1261/164 VA Department of Transportation 0.00 66.46' 0.027 93.674 10/16/1992 1736/614 Avigation Easement L52 49 32110 1261/168 VA Department of Transportation 0.00 19251109 0.072 93.746 10/16/1992 N 6M421 W Avigation Easement 53 50 32/19B 1276/217 Jefferson National Bank 0.930 618.130 Utility Easement 54 12/9/1992 19551705 SIR 606 Construction 50.46 51 S62'25'58'E 1337/52 VA Department of Transportation 0.00 L56 I 21.609 115.2155 8127/1993 N 33*26W E Avigation Easement 56 52 32/56 1434/440 United Land 0.00 Perpetual 0.025 115.260 10/7/1994 2874/133 Avigation Easement 53 32110 14471350 VA Department of Transportation 0.00 2459/292-299 2.481 117.7161 12/22/1994 NW44"&W Avigation Easement 59 54 32/9J1 1489[713 James & Rosalind Tiffel 0.423 618.553 Power 60 8/3111995 AIP 3-51-0004-15 Runway 21 RPZ 0.113 65 32/9H 1489/713 James & Rosalind Tirral 0.413 618.966 utility 0.006 8/31/1995 AIP 3-51-0004-1 5 Runway 21 RPZ I ,� 62 56 32/9 1541/465 Kenneth L. & Gay N. Loffin 0.189 619.155 Power 1 6/4/1996 AIP 3-51-0004-15 Runway 21 RPZ . -a-IT.LA 57 32/9J 1568/553 Emily Sanford & Nancy Wilbert 0,435 619.590 1 6/11/1996 AIP 3-51-0004-15 Runway 21 RPZ 58 32t6013 1616/181 Pyllis K. Johnson Rush 2.710 622.300 -2.710 1115.061 6/3/1997 AIP 3-51-004-25 Runway 3 RPZ 59 45/51 1647/500 Wilbur L. Clarkson 2.450 624.750 -2.670 112.361 1OJ10/1997 AIP 3-51-0004-25 Runway 3 RPZ 60 31/55A 1738/292 Barry & Linda McLane . 4.184 628.934 -5.280 107.1101 8/2411998 AIP 3-51-0004-25 Runway 3 RPZ 61 31/27A 1813/108 1 Teledyne Ind. 11.451 640385 5/7/1999 Non-Federal Airport Development 62 32/60A 1880/476 Myrlel E. Heath, et al. 1.0D0 641.385 -1.000 106.101 12115/1999 Non-Federal Runway 3 RPZ 63 31/55 1920/569 Barry & Linda McLane 3.001 644�386 5/24/2000 Non-Federal Runway 3 RPZ 64 32/17B 1944/541 Crutchfield Corp. 0.426 644.812 8/7/2000 Non-Federal SIR 606 Construction 65 32149 19551712 George or Louise Geer 0.470 645282 9/13/2000 Non-Federal SIR 606 Construction 1 66 32149C 1955f720 George Geer 0.002 645.284 9121/2000 Non-Federal SIR 606 Construction 67 32/49A 1955/720 George Geer 0.102 645,386 9/21/2000 Non-Federal SIR 606 Construction 68 32/49H 1969/359 Monty & Donna Geer 0.015 645.401 11/13/2000 Non-Federal , SIR 606 Construction . 1 69 45/51A 2180-438 Loraine Blackburn 2.100 647.501 -1.870 104.231 4/112002 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 32161 Aubrey Blakey 1.258 649.978 -1.120 103.111 1/9/2003 AIP 3-51-0004-28 1 1 Runway 3 RPZ 72 32110 2263132 VA Department of Transportation 0.00 5.017 108.128 913/2002 Avigation Easement 73 32/10 2353/643 VA Department of Transportation 4.109 654.087 913/2002 Right-of-way Release 74 45/50G(2) 2353/472 Mary M. Lane 0.010 654.097 1 1/8/2003 AIP 3-51-0004-28 SIR 743 Construction 1 75 45/50G(4) 2353/478 Robert & Paula Frazier 0.070 654.167 1 1/8/2003 AIP 3-51-0004-28 SIR 743 Construction 1 76 31/23 2804/25 Mary Jane Chisholm, Trustee 20.857 675,024 -8.640 99.488 7/26104 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 1 5,320 680.344 6/2/05 AIP 3-51-00134-28 I 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 1 80 4611 3340/533 River Heights Associates, L.P. 9.203 689.816 12/20/06 1 Runway 3 RPZ, Previous Parcel 6A 81 31/54 3762/368 Pleasant Grove Baptist Church 1,665 691.481 6/30/09 Runway 3 RPZ, Previous Parcel 6B 82 1 31/27A 1 3762/358 1 Charlottesville-Albemarle Airport Authority (-2.000) - 689.481 6/30/09 Exchange for Parcel 81, Pleasant Grove Baptist Church I I 1 9 71 1 Fa rra r Cou rt, Su ite 1 00 I � __ I - � Richmond, Virginia 23236 1 - phone: (804) 275-8301 4 fax: (804) 275-8371 - . - I www.deItaairport.com NO. REVISIONS BY APP. DATE I � N 1/ I TAXIWAY "B" I / Y _ // I , I I I � � I � � . I I I I I I I I / � I I 11 I., I I 11 , I /�!:� �) I I I I I . I . I / I . 15 . I I I I I / I , I I I ,/,"i I I I I 'I, I �. 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" :�: __<�111 'I" ,:i, , I I : 1�,_ "I 11 , 'A"', ''I'll , 1, , � I AREA DATE TERM PURPOSE (ACRES) RECORDED (YEARS) � � � I VA Electric & Power Co. 1:i_ 284/268 utility Curve 5/16/1949 Tangent - Power 2 VA Electric & Power Go. 288/49 Utility 895.6r 11/29/1949 mur Power 3 S 3VW'3Y W 30/262 Reserved 0.200 4/13/1952 _T_ - __f2 OW Cemetery 4 Francis Augustus & Hattie Brown 299/541 Reserved 0.100 4/13/1952 611.31' Cemetery 5 Heirs of Richard & Eliza Thompson 311/289 Reserved 0.250 6/30/1954 N87-46'WE Cemetery 6 VA Electric & Power Go. 313/489 Litilfty 216.28' 8/16/1954 C324 Power 7 Central Telephone Co. 315/62 Utility S-1 6.1 -6!5?E 10/15/1954 496.26 Telephone 8 Jacob R. & Lutie Via 314/438 Reserved 0.100 1/19/1955 57.11 Cemetery 9 VA Electric & Power Go. 319/392 Utility 576.26' 10/20/1955 1 471.47 Power 10 Central Telephone Co. 354/324 Utility 471.38! 11/20/1959 3r2T58' Telephone 1 1 � VA Electric & Power Co. 473/219 Utility 21.91 ______ 3/6/1970 21.77 __i7__.2M00 Power 12 Central Telephone Co. 636/53 Utility 6126/1984 6/28/1973 U25"E Telephone 13 VA Electric & Power Co. 561/102 utility Crutchfield Corp 6/1311974 C16 Power 14 VA Electric & Power Co. 589/385 Utility N 55*5ZW E 2/20/1976 1 162.00 Power 16 Central Telephone Co. 595/542 Utility C17 - 6/24/1976 33.99 Telephone 16 Central Telephone Co. 595/544 Utility 1470.00 5/24/1976 153.52 Telephone 17 1 I Central Telephone Co. 680/137 utility 19.16 9/7/1979 2'ZP15* Telephone 18 � Jay Gaften 1 736/109 utility 1 51.25 3/31/1982 __ 1 50.69 Utility Easement 19 Central Telephone Co. 7471516 Utility 34WO4" 9/13/1982 S 53*52'32"W Telephone 20 VA Electric & Power Co. 795/168 Utility 160.23 4/13/1984 C309 Power 21 Albemarle County Service Authority 838/235 Utility NII'24!14V 5/24/1985 162.00 Water/Rte 606 22 VA Electric & Power Co. 852/282 Utility C310 9/2011985 6.92 Power 23 VA Electric & Power Co. 852/285 utility 1470.00 9/20/1985 653.90 Power 24 1 Central Telephone Co. 867/78 utility 127.50 2/511986 09'31V Telephone 25 Albemarle County 871/445 utility 214.80 3/24/1986 - 213.85 Utility Easement 26 Albemarle County Service Authoirity 879/60 Utility 15OUN 1 5/22/1986 1 N20-,006T - Water 27 Albemarle County Service Authoirity 963/20 Utility 198.87 10/5/1987 C313 1 Water 28 VA Electric & Power Co. 1075/231 utility N41*IV081E 11/9/1989 42.00 Power 29 VA Electric & Power Co. 10931426 Utility N 27*2ZO6" E 4/2/1990 S10*3TI8'W Power 30 1 Central Telephone Co. 1094/611 Utility N 16*1195FE 4111/1990 S10-561rE Telephone 31 VA Electric & Power Co. 1168/327 Utility N 13*001 I'E 7/30/1991 N19116415T Power 32 Albemarle County Service Authokfity 1218/552 utility N 09-14'09' E 4/17/1992 N21*4'rWE Utility Easement 33 Albemarle County Service Autharity 1261/173 Utility N 09*14'OT E 10/1611992 N21'06'34"E Utility Easement 34 VA Department of TransportatiOn 1261/168 Drainage 8 8V002TE 10/16/1992 N19*471TE Drainage 35 Albemarle County Service Authodty 1301/386 utility - N 08*FR351 E 4/20/1993 N11*5624T - Sewer 36 VA Electric & Power Co. 1324/443 utility N 8110025"W 7/13/1993 L37 Power 37 VA Department of Transportation 1337/52 Drainage N1014151E 8/27/1993 L38 I Drainage 38 VA Electric & Power Co. 1426/447 Utility - N09*900T 8124/1994 L39 Utility Easement 39 VA Department of Transportation 1447/350 Drainage NW3324-E 12/22/1994 L40 Drainage 40 Sanford & Wilbert 1455/343 ROW NIB'4V39V 2/17/1995 L41 Sight Easement 41 Albemarle County Service Authority 1537/276 Utility N78*47'12V 5/17/1996 L42 Water 42 VA Electric & Power Co. 1557/535 Utility - N80*IT02V 8/15/1996 L43 I Power 43 United Land 1570/679 Utility - NW2n6V 10/18/1996 � Utility Easement 44 United Land 1571/488 Utility L45 I 10/22/1996 6.w Utility Easement 45 Albemarle County Service Authority 1579/191 Utility L46 12/2/1996 46.7Z Sewer 46 Albemarle County Service Authority 1579/196 utility L47 1201996 21.W Sewer 47 Central Telephone Co. 1616/357 utility L48 6/4/1997 61.61, Telephone 48 VA Electric & Power Co. 1626/241 Utility L49 7/16/1997 30.W Utility Easement 49 Albemarle County Service Authority 1655/267 utility L50 11/14/1997 41.31' 1 Utility Easement 50 Oak Hill Ent., LLC 17151720 Access L51 6/18/1998 66.46' Access 51 VA Department of Transportation 1736/614 ROW L52 6/18/1998 104.081 Sight Easement 52 VA Electric & Power Co. 19251109 Utility 12.25' 6/7/2000 N 6M421 W Power 53 Albemarle County Service Authority 1944/547 Utility 105,82' 8/7/2000 N 59*51'441 IN Utility Easement 54 1 George & Louise Geer 19551705 utility 50.46 9/21/2000 S62'25'58'E Utility Easement 55 Albemarle County Service Authority L56 I Utility 50.2S I L225 N 33*26W E Water 56 Central Telephone Co. 2874/140 Utility 100.00, 11/16/2004 Perpetual Telephone 57 Violet J. Moon 2874/133 Access 11/16/2004 Perpetual Access 58 Rivanna Water and Sewer Authority 2459/292-299 Utility 0.150 5/15/2003 NW44"&W Water 59 VA Electric & Power Co. 3294/134 utility 0. 1 03:t 9125/2006 S 34*25'541 W Power 60 Albemarle County Service Authority 3827/418 utility 0.113 1219/2009 Perpetual Water/ Sewer 61 Airport Office Center, LLC & ATNA Corp., LLC 3827/426 utility 0.006 121912009 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 . -a-IT.LA 9/18/2013 L L0_ I Sight Easement I . 64 1 VA Electric Power Co. . 4262-/38-42 1 ROW - __ 11/19/2012 _jpp____] Power Curve Radius I Tangent Length Deb Chord Chord Bear, Curve I Radius Tangent I Length Deb Chord Chord Bear, CI 895.6r 75.8i, mur r4n5- 151,W S 3VW'3Y W C314 162.00 17.17 - 1 34.21 _T_ - __f2 OW - 305 -W77-22VE i C-2- 787.09 331-69 627-ff 45*4ZO7" 611.31' S 48'11 1'32"W C315 162.00 12.35 24.65 - W43W __ _kM N87-46'WE C9 5759,58' 108.16! 216X TOW 216.28' N 22-4431 - E C324 485.04 20.52 ___ 41.01 - W50140, _-Z.0-0 S-1 6.1 -6!5?E C12 496.26 270.5T - W499_5__.3W6_' 57*11' ' 475.05' N 07`19W W C330 970.00 57.11 11114.09 ___ W420" 713.89 N89*185M C13 576.26' 249.W 1 471.47 46-07- 468.W N 02-09-0 W C14 1389.W 471.38! 908.97 3r2T58' 892,81' N 40*OV37" E C331 57.00 11.09 21.91 ______ 22*01'V --i-F 21.77 __i7__.2M00 N67*46'3 C15 IN9.981 Van & Priscilla Wilson 806/074 6126/1984 19 U25"E C332 1 57.00 19A 37.89 i'W131 Crutchfield Corp N37' I C16 555�W 135.9 265,62' 27*261fr - 263.W N 55*5ZW E C333 1 162.00 33.30 65.69 23*14V 65-24 N07*03'3rW C17 - 1319.0 33.99 67.9r 2*57TIr 67.W N 68*07W E - C334 1470.00 76.83 153.52 __ __;5 - 05 9`0'r __�53.45 N15-49'WE C25 895.67' 19.16 38.W 2'ZP15* 38.36' N 32*5940' E C339 100.00 28-20 1 51.25 29'21'42- __ 1 50.69 S24-33,52v C26 W.09 - 261.69 507.67 34WO4" 500.W S 53*52'32"W C340 108.00 119.46 180.52 95*4607' 160.23 - Slr4Z28V C309 50.00 38J8 65.21 74*43!51' 60A NII'24!14V C34i 162.00 56.62 108.93 38'31'37 _ii2gl? 106D S10*5C4TE C310 50.00 6.92 11.79 13*30'21' 11.76 N32*4262T- C342 1470.00 332.45 653.90 __ - 64&52 - S25*30M C311 1530.00 127.50 254AI 09'31V 254.12 N33'9421E C344 700.00 108.26 214.80 - IrMii - 213.85 N29-4sVE C312 1 1530.00 1 214.48 426.171 15OUN 1 424.80 1 N20-,006T - C401 1500.00 197.01 47*07W 198.87 N29*45M'E C313 1 57.00 1 32.98 1 59M I WOnll' 1 57.09 1 N41*IV081E CO2 42.00 � 476 11W23' _41.81 N29-45M'E N 27*2ZO6" E 108.19 S10*3TI8'W 123.64' j.16 L30 8 27'26W W 101,61' - __ ��,, - ..%,", � " " , '' ''', " . . ell. ! -1 I ; lo,� , � , " �:,�'___ "" __ , ''I"', i I -11, I , , - , - �, , ,"', I I I t I I 1 , ,� , "I , �, "", .,��, ,,�!:�"_ - ,'�; �-,', i-;:, �� , , , , . � _ ;%,I1 ,,,,,,� _ , ', - �", , 1, ;1 I �, � � � - , , � ,. '", " , I I - I _:�, - - " � - � "., " - ; 1, - I I ,,,, , ,, , ,� ,,, . 11 I .- I I . - '11- - , , , , .... � , I I - - I le% I � , I � , I, �`% : I i�, � ,�,.`j �'_ �, �', I � , 't, I __�el��%�"', -, ' , - '' __ 0 1 TAX MAP/ OWNER D GE DATE REF. NO. I PARCEL NO. . I � �RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6118/1998 2 45E-1-B(2) N/F Lana R. Brubeck 3651212 Distance I 2A 46E-1-B(2) William F. & Kathleen C. Whelan 262Z249 365/212 26*2WI4'W 3 45/50G(2) Mary M. Lane 1 1340/583 9/7/1993 4 60G(3) S 20*1 TW W 100.40' -50.01, N48*4609M 5 45/50G(4) Robert & Paula Frazier 567/137 8/1511974 8 32/59 Violet Moon 1527/139 3/29/1996 9 32/57A Oak Hill Ent., LLC -3-25-MV W 100,0(y 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 S 28*29'1,f W 10 32/56A Atlantic Land Trust 1950/154 8/29/2000 1 1 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/49B Barbara Peery, et al. 353/164 9/27/1996 13 32/49G Paul & Tammy Hager 1125/164 10/1711990 14 32149C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty & Donna Geer 1879/274 12110/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2/3/1996 17 32/48 Airport Office Center, LLC 2255-380 8/22/2002 18 32117C Van & Priscilla Wilson 806/074 6126/1984 19 32/17B(5) Route 849 Charlottesville Property, Inc. 1126/281 9/1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12114/1998 21 3219C Crutchfield Corp 1028/107 - 118,4Z 21A 32/19B 1 Wachovia Bank 1904/639 3/30/2000 22 32/9J Emily Sanford & Nancy Wilbert 1 1422/013 7/26/1994 23 32/9JI Woodmen of the World 1493/529 W2M995 24 3219H Margaret Graf 1603/594 llf7/1995 25 32/9 Kennith & Gay Loftin 1641/455 11M1995 26 32/9K Ruby Morris I 541/455 614/1996 27 32t9B Alan or Ada Kindrick 1202t74 2/3/1992 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 1 Virginia Land, LILC 1998/267 3/6/2001 32 31 B/L Eadysville Forest HOA 849/295 8/28/2001 33 31C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/231 Adventure Farm, LLC 2664/009 1212912003 35 1 � 32/66 � Avionics Specialties 1405/218 � 1 �, I ,��, 01 � ,',ii":�,','� - Course �. ._ "" _ _ , - � � - , -- , I - - � ,,, _,.��!,?,��", � _-,�t� - -,:-,,- -, " �,I,, _ , 11 - . . , ��"",, 1:, �� , ;_:��-,,`;�,I��`,,� i�-,,:,;�;;,_', Bearing , .1 I �',,- , _ �-`,� � Distance '�t - � � ,:"," �'- �' � 1 . � ,,, �I_�11111 ,_ Course :., q , I' , �, I N "' r., 11.,,. I . "I '111 _-__'- Bearing I Distance - - : ' I Cou se - L320 L321 - L322 L323 . 1 L324 L326 L327 __�328 L329 L330 L331 L332 L333 L334 L335 L336 L337 - L338 L339 L340 _L341 L343 1 L344 L345 L346 L347 L348 L349 ; L350 ! L351 i --- 7L352 7 L353 I 1 L364 I L355 � L356 � L357 1 L358 L359 I L360 : L361 L362 L363 L364 L36 - 5 L401 L402 L403 La . L405 L406 L407 L408 6 - __ . 11 . Bearing Distance I Ll I 8 38*44'lir E 47.10' Lee 26*2WI4'W 50.01, N41"W" 97.6T L2 S 35*1625'E IM12' L67 S 20*1 TW W 100.40' -50.01, N48*4609M 45, 1 L3 8 VU441 E 50.16' L68 8 24*1 1'44'W N31'14'44V 165AT __�ji,451 L4 S 37126131 E 7T281 L69 -3-25-MV W 100,0(y L5 S 37'6r5r E 101.ff L70 S 28*29'1,f W 50.01, N44*1417-IN L6 S 31*15V E --iK_ 79 --j-1- S 29'UW W - 5019 S41*2Z52V 179,811 I V ____§2_1*2 8 28*04"Ir E 94.9 L72 8 22*25'41' W 98. __ 50-� L8 82r E 187.36 L84 N 21*4o,or E 221,3-8'' - 840'912V 50.W L9 S05161TE 21.4 L85 N 21*3N63 "E: 54.0 S39*4013"W 39,6T L10 L11 - 8 05*15'17 E S 06*1617 E 212.25' ule N5rI6'1TW 176.3V S44-NIVE 7.2r 3.W L115 8 18*164r W 152.8Z N411821T __ 118.7 L12 S 05*15,17 E 82.631 L116 S 22IW4r W 191.39' L13 805*161TE 22AY L120 N 52'28'16"E _��4_8 S44'4653V - 118,4Z L14 S OrW431 W __ 161.3f _621 N 52*21TIT E 19.79 S12*51YI9"W 25.W L15 8 06*39W W 52.16 L122 __ S 38*565r E 94.W SIO'43'17V 70.61' L16 8 W39`02'W 32.81' - L123 N 51*04W E 19.w- S10*04'03"W L17 N83*13!57"w 37.46 L124 N 38*55!57'W 94 wy S09*465rW -62.79 68,81' L18 W46V E 32 " "" L126 N 52*2811T E 204.W S08*21102"W 120,2F U9 SVIY5rE 37.�iW � L126 N 4VO4V E 222.79 L20 I 8 W39'07 W � 6.08, 276.081 L127 N 88*MV E 54w- N111*15411! 145.W L21 I 8 09119V W MAY Ll 28 8 74'InT E ' 712 NW485rE 68,81' L22 - - s0rI91VW - 32.81' L129 8 09*10'1,C E 357.0r - NW9561E 63.29 L23 N 81 *OV241 W 67,25' L131 N 23*35'SV W -62.93! N10*581091E 73.311 L24 N W5936"E 32.81' L132 N31-4313-12 85.W N175V19T 25.OV L25 8 81*0027 E 67.4 L133 N 31'191)TE - 145.W S07*24'48"W - 150,9Z L26 S09*19vw 51.77 LI 34 N 25*36'2F E 98&- W 65.50' L135 N 31*19'03"E . S`10'4431N - 631.W L28 S 16*43'15'W 57.16' L136 _k30 �461r E 109.98, L29 S 26*381121 W 93.65' L137 N 27*2ZO6" E 108.19 S10*3TI8'W 123.64' j.16 L30 8 27'26W W 101,61' L138 . N 16*1195FE 163.M S10-561rE L31 S30*45'ITW 106,116 L139 N 13*001 I'E 70.02 N19116415T 46.7T L32 831019VW 294.21' __U1_40 N 09-14'09' E 54.W - N21*4'rWE 48.281 L33 832*191431W 131.541 L141 - N 09*14'OT E 37.81- N21'06'34"E 59.3T L34 N 74*13!321 W 34.5T L142 8 8V002TE 143.0 N19*471TE 50.78 - L35 S 40*660T W _E 68.2F L143 - N 08*FR351 E 32.811 N11*5624T - 53.03! - L36 S 160�15W -48.2Z Ll-44 N 8110025"W 143.64' L37 S 44*541121 W . 106,85' 1 L145 I N 0919091 E 59.N N1014151E 51.27' L38 I S 49-36'42- W 120.66 1 - L146 I N08*154'1! 104.W - N09*900T - 54,101 L39 S 50*2T31'W 61.4V L147 N 10*lr5l'E 180.6r 1 NW3324-E 85.OZ L40 8 5r592? W 62.26' L148 N 69 33 �53- E 131.6Z NIB'4V39V 105.56 L41 S W5922'W __�___ 4.09 _H_ L149 _C15_0 N08766"12 93.36 -3-.W N78*47'12V 136.10! L42 S 50 W36 W 01-12' N WNW E - N80*IT02V 107.7Z L43 I 84rgGrW 28.W L152 N 351501441 IN 26.W - NW2n6V 70.V L44 I $4r%WW 37.31' L153 NW11116-IN 42.881 L45 I 8 43*2634' E 6.w , L154 N 58118!591 IN 151.70' N81*5619V 71.7 L46 S 45*164-FW 46.7Z L155 N 22*0235'E 178.91' N84*28115V - - 55,24' --6.56 L47 8 85'242i"W 21.W L156 N 69*W3r E 129.W I N71 921-E L48 8 30*002r W 61.61, L157 N 60*31%'W 65.s 881*3658'E 98-(V L49 8 2r452? W 30.W L158 N31*0515'E 141.5C S801TOTE - 107.7* L50 S26*31WW 41.31' 1 L159 S64'31%'E 56,W S2D*VO8V 93.6Z L51 8 251291221 W 66.46' L160 I N 60*5732"W 286.54- SV2r4OV 3082T L52 - 8 26'14'W W 104.081 L161 N 6(r38!421 W 112,35' L53 S 64*45'62'E 12.25' L162 N 6M421 W 210.00' 820*2r4OV 196.711 L54 8 25*20'2r W 105,82' L167 N 59*51'441 IN 94.W s13*V191W 50.211 L55 S 31'34'W W 50.46 L210 S62'25'58'E 80.19' WV14`339V 176.06 L56 I S19'3T51'W - 50.2S I L225 N 33*26W E 331.68' 824'44WW 73.401 L57 I 8 25'202r W 100.00, L303 N40'4615V 1A, N59*41'25V 29.V LLSN9 4 ss v2r8'8 wl,f L304 N40*45'16"N 48.M N45*32WE 70.99 Ww 15000-4092' L305 NW44"&W 19.49' N59*W60"W 72.31' L60 S 23*3r23'W 100.04' L61 S 34*25'541 W 50.0 L306 , N46*4479V 36.9V __ N45-1-r4rE , 1 I 134.88' L62 S 12*501021 W 512Y L307 N39*28'OTE 21.8p N41"T 1 64.201 L63 821*54WW 50.11 La N38*19!31*E 130 L409 of%e_ %00%-- 1 N15116111W 1 179.87' S 25*20'29'W::: 260.00- L311 S18*4217E 27.76' . -a-IT.LA I is L L0_ I S 30*2WV W .40! L316 S38*19131V 1 18.32' _ _jpp____] ;:��k-77� AIP NO. JOB NO. OP ,�� SURFACE PARKING EXPANSION , 4,�� '-'p P , NON-AIP (LOCAL ONLY) 12064 1 DRAWN BY: SHEET LLIAM M. I JH DEL TA IRP T I - I . I AIRPORT PROPERTY MAP 1 LIC. NO. 0461" 1 DESIGNED BY: 11� 0 1 1 SEW/WME OF I CONSULTAN INC* *`�� 4130�1 �, - S � I SCALE: DATE: Sl-ONFAL '�' I CHARLOTTESVILLE-ALBEMARLE AIRPORT 1 11 = 500' JULY 2014 2 - - - a a 3 a x 0 fl 0 a X c J 08 g� 3 rna v� N� No or Z.. 0X Np, REVISIONS BY APP. DATE — i 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275 -8301 4 fax: (804) 275 -8371 www.deItaairport.com F LTx o SURFACE PARKING EXPANSION AIP NO. JOB NO. �P NON -AIP (LOCAL ONLY) 12064 INTERSECTION SIGHT DRAWN BY: SHEET DELTA IRPORT WILLIAM M. '� MJH �� ESCHENFELDER y LIC. NO. 045144 DISTANCE P LAN & PROFILE DESIGNED BY: SEW/WME OF CONSULTANTS, INCe �o� �i�3o l Sew �ssro ��1 - LBEMARLE AIRPORT SCALE: DATE: 29 NAL CHARLOTTESVILLE A ,�� - 40' JULY 2014