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HomeMy WebLinkAboutSDP201800084 Plan - Revision 2020-04-14A I R P O R T CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA SURFACE PARKINGEXPANSION LIGHTING & LANDSCAPING/ MINIMUM SETBACK AND YARD REQUIREMENTS: AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS FOLLOWS: DIVISIONS BY RIGHT DIVISIONS BY SPECIAL USE REQUIREMENTS (AMENDED 8-14-85) PERMIT (AMENDED 8-14-85) GROSS DENSITY 0.5 DU/AC 0.5 DU/AC MINIMUM LOT SIZE 2.0 ACRES 2.0 ACRES MINIMUM FRONTAGE EXISTING 250 FEET 250 FEET PUBLIC ROADS MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS YARDS, MINIMUM: FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR PRIVATE ROAD) (AMENDED 11-13-91) 25 FEET 25 FEET SIDE 35 FEET 35 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) PROJECT INFORMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973-8342 EXT. 105 ZONING: RA TAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT USE: AIRPORT IMPERVIOUS COVER: ADDITIONAL. 4.00 AC REMOVED. 0.41 AC NET CHANGE: 3.59 AC THIS SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 0 U ri L 1 ADD PHASE 3 Y NO. REVISIONS PJ W RSY 1 3/30/20 BY APP. DATE AIRCRAFT APRON EXPANSION & LIGHTING DELTA PROJECT NO. 17019 FOR THE CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deItaaIrport.com VICINITY MAP N CHARLOTTESVILLE- ALBEMARLE AIRPORT 43 743r (643 II 606 JULY 2019 606 C� 649 29 SCALE: 1" = 2000' INDEX SHEET TITLE NO. G001-1 COVER SHEET C101-1 GENERAL LAYOUT, CRITICAL SLOPES, & PROJECT NOTES C102-1 AIRPORT PROPERTY MAP C103-1 PROJECT LAYOUT & PARKING SUMMARY C107-1 PHASE 2 BORROW & WASTE SITE PLAN C108-1 PHASE 1 DEMOLITION, MILLING, REPAIR LAYOUT C109-1 PHASE 2 DEMOLITION, MILLING, REPAIR LAYOUT C110-1 PHASE 1 GEOMETRIC LAYOUT C111-1 PHASE 2 GEOMETRIC LAYOUT C112-1 PHASE 3 DEMOLITION PLAN C113-1 PHASE 3 GEOMETRIC LAYOUT C114-1 PHASE 3 GRADING & DRAINAGE C130-2 EXISTING CONDITIONS C131-2 PHASE 1 AND 2 - INITIAL EROSION & SEDIMENT CONTROL PLAN C132-2 PHASE 1 AND 2 - FINAL EROSION & SEDIMENT CONTROL PLAN C133-2 GRADING & DRAINAGE PLAN C134-2 PHASE 1 - GRADING & DRAINAGE PLAN - ECONOMY LOT C135-2 PHASE 2 - GRADING & DRAINAGE PLAN - CONCRETE APRON C115-2 PRE DEVELOPMENT DRAINAGE MAP C116-2 ULTIMATE POST DEVELOPMENT DRAINAGE MAP C117-2 POST DEVELOPMENT SUB DRAINAGE MAP C201-2 STORM SEWER PROFILE C202-2 RETAINING WALL PROFILE C501-2 EROSION & SEDIMENT CONTROL DETAILS C502-2 EROSION & SEDIMENT CONTROL & DRAINAGE DETAILS C503-2 DRAINAGE DETAILS C801-2 EROSION & SEDIMENT CONTROL NOTES C802-2 EROSION & SEDIMENT CONTROL NOTES S100-2 PHASE 2 RETAINING WALL FOUNDATION PLAN S200-2 PHASE 2 RETAINING WALL DETAILS S201-2 PHASE 2 RETAINING WALL SECTIONS E101-3 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS DELTA AIRPORT CONSULTANTS, INC. SDP2018-84 MINOR AMENDMENT DESIGNER OF RECORD SHEET NO. SUFFIX COMPANY NAME -1 DELTA AIRPORT CONSULTANTS, INC. -2 DRAPER ADEN ASSOCIATES -3 PACE COLLABORATIVE -4 ANHOLD ASSOCIATES INDEX SHEET TITLE NO. E102-3 PHASE 2 - SITE PLAN - PHOTOMETRICS - PART A E103-3 PHASE 3 - SITE PLAN - PHOTOMETRICS - PART B E104-3 PHASE 1 - ECONOMY LOT PLAN - PHOTOMETRICS E105-3 PHASE 2 - APRON - PHOTOMETRICS E501-3 ELECTRICAL DETAILS L101-4 LANDSCAPE PLAN L102-4 LANDSCAPE PLAN L103-4 LANDSCAPE PLAN � NLTH Op � r o TRAC J. ,LAUNDERS y Lic. No. 031974 SS`P,DS04/07120��10NALtt APRON/PARKING EXPANSION COVER SHEET WPO NO. WP0201900013 DRAWN BY: PJ W DESIGNED BY: mb CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: AS SHOWN JULY 2019 JOB NO. 17018/17019 SHEET 1001-1 W O J z W 0 z Q 0 BENCHMARK SCHEDULE Av� NUMBER DESCRIPTION NORTHING EASTING ELEVATION ,{ A 364 SURVEY CONTROL 3937852.910 11497138.568 617.5 I \ / ��' - CHO E SACS 3940408.748 11497730.060 612.0 - - - - - - - - - - - - - CHO F SACS 3935874.430 11495832.171 629.0 CHO H PACS 3938176.324 11496755.954 619.9 / X 155 SURVEY CONTROL 3936233.278 11494982.033 631.7 / ASI ASI BrASIN NOTE: INFORMATION OBTAINED FROM WWW.NGS.NOAA.GOV ON APRIL 4, 2019. / D E I o , ` TEMPORARY d _ CONSTRUCTION I PART 77 APPROACH SURFACE RUNWAY PROTECTION ZONE ENTRANCE CEMETERY I 1,000' x 4,000' x 10,000' 6 1 1,000' x 1,750' x 2,500' ® � � � I 34:? SLOPE o BORRO / �� a o ELECTRICAL VAULT WASTE SITE I BEACON G POTENTIAL �} STOCKPILE SI L1 155 e ��V LOCATION C GATE15 � Pz tB 3941682.3609 �'.• � _ _ _ - - - ROfA ROfA . •: • • ROFA ,r � GLIDE SLOPE E: 11497903.5907 DEMOLISH AND REMOVE STA 78+01.00, 0.00' RT (BL "R") RW 3 LOCALIZER 1 RSA 1,000' FAR PART 77 RSA EXISTING TAXIWAY "E" Ir H RSA 250 I PRIMARY SURFACE PHASE 3 - FALL 2020 1I �I 0 00 _ _ 30+00 BASELINE "R" 40+W _ _50+00 _ _ _ 60+00 _ _ 90+ / \ N: 3935381.4439 = RUNWAY 3-21 ^(6,801' x 150') - CONSTRUCT EXTENTS OF I = E: 11495343.8944 � TAXIWAY "A4" 250' EXISTING GRAVEL STA 10+00.00, : 11 5 (BL43. R) CHO H EXPAN[. AIR PHASE 3 - FALL 2020 + I HAUL ROAD k HO F RS RSA Di S � CHO RSA RSA � CARRIER APRON 1 _ ♦ ♦ I RPZ I BY AIRPORT STAFF 1 1 I' i III --SSA _ RP I I RPZ T1T1T1T1T1T1 I ` - ♦ LANDMARK q I - - RPZ _ - - - ♦ - - AT 1 HHHHHNHHI / � ' - - w °TERMINAL i PZ ° El �9{{iffHHi{{H{0 � S R E BUILDING ® � - ' I ® ® W _ a - RUNWAY PROTECTION ZONE _ o i O�H+�+HH+H+���� m OF / NOMINAL SECU w 1,000' x 1,425' x 1,700' ON PAVED GATE RT. 06 PART 77 APPROACH SURFACE o Y _ _ _ - - -_ J OBrrHIH�+I+IH IHI{++I� ' � AC SS OAD. SEE � Qv L 1,000' x 16,000' x 50,000' - - _ SH T C 16-1. o I FIRST 10,000' - 50:1 �f0 LAST 40,000' - 40:1 �° o ♦ ♦ _ _ _ - CS EX ECONOMY ° - .01 4 PARK LOT �� o 0 rJ, PHASE 1 SUM ER 2019 ° O 0 0 PROJECT NOTES: CONSTRUCTION: 14. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN 1. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAR, MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, GENERAL: AIRPORT LIGHTING, ACCESS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR GRADING, OR OTHER CONSTRUCTION. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING IMMEDIATELY. STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 1. THE PROJECT NOTICE -TO -PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND 4. ALL SLOPES AND DISTURBED AREAS AREA TO BE FERTILIZED, SEEDED AND MULCHED. IN -PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN 15. TOPSOIL SHALL BE STOCKPILED ONLY IN THE WASTE AREA SHOWN ON THE PLANS UNLESS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT LEGEND EXECUTED BY ALL PARTIES. INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, 2. THE CONTRACTOR SHALL RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. �BM-X BENCHMARK LOCATION FEES) ALL BONDS, PERMITS,, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAALL WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE AGENCIES. THE PERMITS REQUIRED SHALL IDENTIFIED AND PROCURED BY THE PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF TO STABILIZE A DRAINAGE CHANNEL. TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A CSA CONTRACTOR STAGING AREA COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. CONTRACTOR HAUL ROUTE PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM). ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TRAFFIC CONTROL DEVICES. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. O ALBEMARLE COUNTY STREAM BUFFER 3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE APPROVED EQUIVALENT. SUSPECTED UNDERGROUND UTILITY. EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. - CLASS III. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND EXISTING FENCE MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE BORING INFORMATION WAS 2. THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES PRIOR TO INSTALLATION. ANY 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT EXISTING GLIDE SLOPE CRITICAL AREA PROVIDED BY: DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE TO INSTALLATION. 18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% - - - - - - - - - EXISTING LOCALIZER CRITICAL AREA S&MPRIOR INC. UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8646 W MARKET STREET, SUITE 105, GREENSBORO, NC 27409 6 3. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION - EXISTING PART 77 APPROACH SURFACE (33 6) 288-7180 33 ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. PUBLIC SAFETY SHALL 19. MINOR ITEMS (I.E. SIGNS, SHRUBS, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CONTROL INSPECTOR. NOT BE COMPROMISED. SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND - - EXISTING AIRPORT PROPERTY LINE 5. FIELD SURVEY INFORMATION WAS PROVIDED BY: DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. 4. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE BARRICADES/ TRAFFIC CONTROL 20. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. NO SEPARATE PAY ITEM. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. ROFA EXISTING RUNWAY OBJECT FREE AREA ROUDABUSH AND GALE DEVICES DURING THE PROJECT. MULTIPLE RELOCATIONS OF BARRICADES/ TRAFFIC 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND SILT TRAPS ARE TO BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902 CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION 21. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A RPZ EXISTING RUNWAY PROTECTION ZONE 977 OF BARRICADES/TRAFFIC DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. NO SEPARATE PAY ITEM. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SURVEY DATE: DECEMBER 2017 SUR TYPICAL LOCATION. EROSION AND SEDIMENT CONTROL REGULATIONS. SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. RSA EXISTING RUNWAY SAFETY AREA DRAINAGE: DRAPER ADEN AND ASSOCIATES 5. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED 1030 WILMER AVENUE, SUITE 100, RICHMOND, VA 23227 WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE 1. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE THE FIRST STEP IN CLEARING. WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, PROPOSED CONSTRUCTION (804) 264-2228 ENGINEER AT NO ADDITIONAL COST TO THE OWNER. GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SURVEY DATE: JUNE 2016 CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED CRITICAL SLOPES 6. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES ON THE SITE AT ALL TIMES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS 6. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE STEEP SLOPES - MANAGED WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED REFERENCED ITEMS. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A K;r r°kr STEEP SLOPES - PRESERVED CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT INTERFERE WITH OR HINDER ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE 2. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER B ROADWAYS. CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CONSTRUCTION OF DAMS. L CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR Q WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK 7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT > REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS FACILITIES. a, TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. PRIOR TO FABRICATION OF PROPOSED STRUCTURES. DETERMINED BY THE PLAN APPROVING AUTHORITY. o REFERENCE IS DIRECTED TO SECTION 50 05 OF THE SPECIFICATIONS. IT IS ANTICIPATED 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO o THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING 8. THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S 3. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE 4 THE COURSE OF THIS PROJECT. E OPERATIONS. ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY ° PROJECT. ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM FINAL STABILIZATION IS ACHIEVED. EROSION CONTROL INSPECTOR. o, 7. NO CONTRACTOR EMPLOYEE(S) SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE. THE PROJECT SITE OR AIRPORT PROPERTY. 7 9. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED GENERAL CONSTRUCTION NOTES FOR BUILDING INSPECTION GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP FILTERING DEVICE. _ SECURITY: DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED AND 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN Q 1. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER. OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. CRITICAL SLOPES PER ALBEMARLE COUNTY GIS N DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED 2. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, 10. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE BE MADE IMMEDIATELY. 2. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) ° TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 5. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE " OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. THEY SERVE. ` 11. ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING 3. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR 6. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 3. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE 400 0 400 800 o MANDATORY. ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED. STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. o PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR. DEBRIS. SCALE: 1 "=400' FEET 12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 4. ALL ROOF DRAINAGE SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE 0Q 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON -SECURE THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER AND NOT OVER SIDEWALKS. SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ZONING ORDINANCE SECTION 5.1.28. b CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, DEPARTMENT OF TRANSPORTATION. THIS PLAN AS DRAWN MAY NOT ACCURATELY 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF - THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE 13. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE THE CODE OF ALBEMARLE. 3 INCIDENTAL TO THE COST OF THE PROJECT. PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS. IF CORRECTIVE ACTIONS 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT Q 5. THE CONTRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CURRENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. E NAME. 0 WPO NO. JOB NO. �,LTx op APRON/PARKING EXPANSION WP0201900013 1 701 8/1701 9 2700 Polo Parkway° DELTAIRPORTo GENERAL LAYOUT, CRITICAL DRAWN BY: PJW SHEET Midlothian, Virginia 23113 TRA J, AUNDERS y 9- Lic. o. 031974 DESIGNED BY: phone: (804) 275-8301 � SLOPES, & PROJECT NOTES JDB ci 01 m1 �0 04/07/20 ww 1 ADD PHASE 3 PJW RSY 3/30/20 w w w. d e l t a a i r p o r t. c o mTANTS, SSIONaL ti��'CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: Y NO. REVISIONS BY APP. DATE 1 - 400 JULY 2019 w 0 a J 7 0 a 0 z Q 0 34+00 36+00 38+00 40+00 42+00 44+00 46+00 RSA RUNWAY 3-21 (6,801' x 150') BASELINE "R" PHASE 2 - FALL 2019 48+00 50+00 52+00 54+00 56+00 58+00 i — RSA RSA RSA RSA RSA RSA 0 BM-83 C N TW "A" s � 9S It I PRO�s as 3S 0 RENTAL CAR 1 ARFF TERMINAL H V V 9 V 9 1 0 ' 11' 11 1]'Fn l l l l l l l l l l l l l l l l BOWEN LOOP ROAD ............ L5 I u iiiiiiiii in iiiiiiiiiiiii�iiiiiiiiiiiiii�iiiniiiiiiii lu IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIUIIIIIIII I I I I I I I I I I I I I I In I I I III I I Ill in I I I I I I I I I ill I I I I I I I I iiiiiiiiiiiiiiiiiuiiiillillillilluillillillilI I u I I I I LONG TERM L &I�lITIIIIIuIIIuII1*h4 RSA - REHABILITATE LIGHTING AND LANDSCAPING ♦ / LO Y LOT PHASE 3 - SPRING 2 E LO PROTECT EXI AIL - :`S. n L ♦ / /+` 3 o ♦ �1 0 — _ / 7 _ _ ❑ — ♦ N ROAD - I - IE7I 2 1 Q n 1 D I 0 Q I b I Q N0 3 1 ~ - N ❑ ❑ 1 Q ❑ i� I �'' DEMOLISH P AND REMOVE TAXIWAY "E" ~ PHASE 3 - FALL 2020 — RSA - CONSTRUCT TAXIWAY "A4" PHASE 3 - FALL 2020 DL 1 ADD PHASE 3 Y NO. REVISIONS K PJW RSY 3/30/20 BY APP. DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deItaaIrport.com PACES ' ,O RSA TL OFA 60+00 62+00 RSA ACCESS OFF SR 606 DICKERSON ROAD TCE AT AIRPORT GATE NO. 7 � SHEET KEY LEGEND CSA CONTRACTOR STAGING AREA TSP TEMPORARY STOCKPILE TCE TEMPORARY CONSTRUCTION ENTRANCE �► �► HAUL ROUTE (TWO-WAY TRAFFIC) STAGING AREA ADJACENT CSA TO SRE BUILDING. EXISTING FENCE SEE GENERAL LAYOUT. x PROPOSED FENCE EXPAND AIR EXISTING TAXILANE OBJECT FREE AREA LL CARRIER / APRON TLOFA PROPOSED TAXILANE OBJECT FREE AREA PHASE 2 -FALL 2019 TLSA EXISTING TAXILANE SAFETY AREA Q PROVIDE FLAGMAN DURING o HAULING OPERATIONS TLSA PROPOSED TAXILANE SAFETY AREA — — EXISTING AIRPORT PROPERTY LINE PROPOSED CONSTRUCTION OFFAMVEST-1 WORRELL CRITICAL SLOPES CORPORAT, ' STEEP SLOPES MANAGED AN GAR / 000000a000000 STEEP SLOPES PRESERVED i ❑v / i EXPAND CONOMY PARKING LOT OPHASE 1 - SUMMER 2019 u E / i f Jj CSA OF l TRA J, AUNDERS U y Lic. o.031974 CONSULTANTS, INC. �o�� 04/07/20 w SS10NAL ''' 0 PRIMARY STAGING AREA FOR ECONOMY LOT AND SIDEWALK ACCESS OFF SR 606 DICKERSON ROAD AT EXISTING VDOT ENTRANCE ACCESSIBLE PARKING SUMMARY LOT DESCRIPTION EXISTING PROPOSED 1 SHORT TERM 108 108 2 LONG TERM 748 728 3 ECONOMY 132 220 4 OVERFLOW 201 201 TOTAL 1,189 1,257 ADA REQUIRED 22 23 ADA PROVIDED 25 25 5 EMPLOYEE 147 147 ADA REQUIRED 6 6 ADA PROVIDED 6 6 NOTE 1. CONSTRUCTION TRAFFIC SHALL NOT USE THE BOWEN LOOP ROAD FOR HAULING. 100 0 100 200 SCALE: 1 "=100' FEET APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 PROJECT LAYOUT & DRAWN BY: PJW SHEET PARKING SUMMARY DESIGNED BY: JDB C103ml CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 = 100 JULY 2019 3 a a M 00 0 N O N w m Lu w 9 CD 0 U 0 m w U) O Q J 3 w 0 zt 0 z 0 ------------- Y*W----------------- ©-------Y�---------- — ---- - „ -...... - ...... ...... 00 53+00 54+00 55+00 REMOVE REMAINING PORTION OF PERMANENT CLOSED TAXIWAY MARKING (TYP) - REMOVE EXISTING IN -PAVEMENT FIXTURE. PROTECT EXISTING BASE TO REMAIN. PROTECT EXISTING PROTECT EXISTING RUNWAY EDGE DROP INLET TO REMAIN MARKING TO REMAIN (TYP) STA 53+42.4±, 94.9'± RT k B, X "REMOVE EXISTING BASE CAN (TYP) NOTE 3 X\ NOTE 6 � B n W 'fl NOTE 6 �� Q X x BI II O REMOVE EXISTING \ i I Z BASE CAN (TYP) I W NOTE 3 �I Y I RSA RSA PROTECT EXISTING I GRATE INLET TO REMAIN GRATE INLET \ \ \ E - - - TOP=615.05' j INV IN= 611.78' (15" RCP) PROTECT EXISTING RCP INV OUT= 610.56' (18" RCP; I TO REMAIN (TYP) PROTECT EXISTING ELECTRICAL MANHOLE TO REMAIN I B/ NOTE 3 ily� I REMOVE EXISTING BASE MOUNTED MITL. /^ STOCKPILE FIXTURE AS ORDERED BY / THE ENGINEER. (TYP) . — X _x_ _ X_ NOTE 4 REMOVE EXISTING RETROREFLECTIVE i \ MARKER (TYP OF 4) STA 52+12.3±, 375.1'± RT NOTE 4 POFA -POFA STA 54+61.0±, 400.0'± RT rSA i 3 D 1 ADD PHASE 3 Y NO. REVISIONS 02 ;D n rSA PJ W RSY 1 3/30/20 BY APP. DATE rSA RSA RUNWAY 3-21 (BL "R") 56+00 57+00 I— — — ! — --I— 58+00 59+00 60+00 6 2 V SHEET KEY LEGEND PROTECT EXISTING B-X BORING LOCATION (APPROX) _ — Z c E REMOVE EXISTING BASE BASE MOUNTED HIRL ❑ EXISTING DROP INLET — STA 56+70.0±, 77.3'± RT MOUNTED HIRL TO REMAIN STA 58+70.0±, 77.0'± RT EXISTING DROP INLET TO BE REMOVED / EXISTING AIRFIELD GUIDANCE SIGN _-..-..-..-..-_-..-..- .... .. -_- - EXISTING AIRFIELD GUIDANCE SIGN _ _ �/ - - � FOUNDATION TO BE REMOVED --- E01 - -X- X X X X X --X STA+55+56.1±,95.9'±RT � — Y---------- - - - 5. - _ YDO W EXISTING RUNWAY LIGHT STA 58+70.0±, 95.0'± RT YXW EXISTING RUNWAY LIGHT TO BE REMOVED � x/ — — — — — � —STA 56+70.0±, 95.0'± RT REMOVE EXISTING GRAVEL REMOVE EXISTING PAPI LIGHTS AND • EXISTING TAXIWAY LIGHT \ / FOUNDATION. (TYP OF 4) NOTE 6 x x EXISTING TAXIWAY LIGHT TO BE REMOVED B / 2B-1 CONC. W/METAL (xB XB EXISTING TAXIWAY LIGHT BASE TO BE REMOVED E �iRAV� 01 ACCESS EXISTING RETROREFLECTIVE MARKER TO BE / NOTE 6 X REMOVED X / NOTE I ABANDON CABLE IN PLACE O O EXISTING ELECTRICAL STRUCTURE � EXISTING STORM DRAIN / / I UG�UGE �( IIGE v � � UGE- -UGE UGE — / END REMOVAL OF UNDERGROUND I �/ �/ - TO BEEXISTING ELECTRICAL CONDUIT/CABLE B i POWER AT DEMOLISHED PAPI AS — EXISTING ELECTRICAL CONDUIT/CABLE I REMOVE EXISTING ORDERED BY THE ENGINEER X 7C 7C X CONCRETE DUCT BANK I - - - - EXISTING ELECTRICAL DUCT / NOTE 6 Q 1 �C�C. W/METAL I ACCESS EXISTING ELECTRICAL COUNTERPOISE I I Q E EXISTING AIRFIELD ELECTRICAL LINE / NOTE 6 X ROFA EXISTING RUNWAY OBJECT FREE AREA 113 / RSA EXISTING RUNWAY SAFETY AREA W (q � rOFA EXISTING TAXIWAY OBJECT FREE AREA / B-2 0 1 CONC. WAVETAC rSA EXISTING TAXIWAY SAFETY AREA / O I ACCESS PROPOSED BITUMINOUS PAVEMENT REMOVAL / PROPOSED VARIABLE DEPTH PAVEMENT / NOTE 6 I MILLING I RSA - RSA- RSA RSA RSA RSA / PROTECT EXISTING DUCT REMOVE EXISTING PULLCAN — — — — — — — T k i — / BANK TO REMAIN -- ------x----_ -- _--- p E —_ -- NOTE 6 PROTECT EXISTING PROTECT EXISTING ELECTRICAL PULLCAN TO REMAIN MANHOLE TO REMAIN / \ I REMOVE EXISTING BASE MOUNTED MITL. STOCKPILE FIXTURE AS ORDERED BY / \ THE ENGINEER. (TYP) \\ REMOVE EXISTING BASE CAN (TYP) ZB-3 / �B_4 \ REMOVE EXISTING BASE MOUNTED MITL. STOCKPILE FIXTURE AS ORDERED BY STA 60+90.0±, 375.5'± RT B� _ THE ENGINEER. (TYP) r 2 rSA rs� rsA rsA- X _ _X = _ — — Eol STA 556+36.4t 366.9± RT \ PROTECT EXISTING BASE MOUNTED MITL TO REMAIN - - STA 54+61.0±, 375.0'± RT _ _X --( - X -- — %_- — x— —x --- -- X X - ---- NOTES 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaairport.com - rSA PROTECT EXISTING BASE MOUNTED HIRL TO REMAIN 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE 'R" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO "CONSTRUCTION NOTES" SHEET FOR DEMOLITION NOTES. \X� X 1 3. REMOVE EXISTING AIRFIELD GUIDANCE SIGN FOUNDATION. TAXIWAY "A" � NOTE 4 REMOVE 6" TAXIWAY LEAD-IN MARKING TO A 95-100% LEVEL (TYP 4. SAW CUT NEAT VERTICAL FACE (NO PAY ITEM). I 5. REFER TO "EROSION & SEDIMENT CONTROL" LAYOUT SHEETS FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. STA 60+90.0±, 400.0'± RT 6. REMOVE EXISTING CABLE AND CONDUIT AS ORDERED BY THE ENGINEER. \ END TAWIXY CENTERLINE MARKING REMOVAL 7. REMOVE ABANDONED CABLE FROM ALL DUCT BANKS (NO rSA rSA rSA rSA �\ STA 59+33.0±, 471.5'± RT PAY ITEM). 8. LIMITS OF PAVEMENT REMOVAL AND MILLING ARE J�- - - _ _ - - APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY 4)4) THE CONTRACTOR. — — FO FO J FO FO FO �0 — — — — FO � i O -�j� --1 A rOFA �1 - - - - - - I rOFA DELTA AIRPORT CONSULTANTS, INC. I 1 30 0 30 60 I I II SCALE: 1 "=30' FEET ,NLTH Op r �� , Q _. TRA J, AUNDERS y Lic. 0.031974 '_"o� 04/07/20 �ssIONA L APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 DRAWN BY: SHEET PJ W PHASE 3 DEMOLITION PLAN DESIGNED BY: SKN/RAB C112ml CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 - 30 MARCH 2O20 w H H Z) 0 a J 3 0 W CD c� v 0 z Q 0 STA 57+70.00, 0.00' RT (BL "R") STA 10+00.00, 0' (BL "A4") RUNWAY 3-21 (BL "R") 00 53+00 54+00 55+00 56+00 57+00 0 58+00 59+00 60+00 6 I 90, STA 57+22.1 ±, 77.2'± RT I STA 58+17.9±, 77. V± RT I STA 56+70.0±, 77.4'± RT NOTE 4 I STA 58+70.0±, 77.0'± RT 0 0 I STA 56+70.02, 95.00' RT STA 58+70.0±, 95.0'± RT I STA 57+26.76, 95.00' RT STA 58+13.19, 95.00' RT I TA 7+ 7. 1 4. ' RT S 5 3 00, 3 00 fi + ' STA 58 03.00, 134.00 RT I Q J I m o0 04 STA 57+40.02, 200.00' RT J' / Q I STA 57+99.98, 200.00' RT Q aI RSA RSA RSA RSA RSA RSA RSA RSA F STA 57+37.00, 266.00' RT I STA 58+03.00, 266.00' RT 0 ti I 0 0 M I a v ASP I TSA TSA TSA TSA STA 57+16.00, 346.00' RT TSA STA 58+24.00, 346.00' RT TSA TSA TSA STA 56+36.0±, 367.0'± RT 1 STA 60+90.0±, 375.5'± RT — STA 59+04.00, 367.00' RT STA 54+64.2±, 375.0'± RT NOTE 6 NOTE 6 I NOTE 4 NOTE 5 i m 3 ROFA ROFA STA 54+61.0±, 400.0'± RT STA 57+70.00, 400.00' RT (BL "R") STA 14+00.00, 0' (BL "A4") TSA TSA TSA TSA TSA TSA TSA TSA / C�� TOFA TOFA TOFA TOFA TOFA TOFA TOFA 1 ADD PHASE 3 Y NO. REVISIONS PJW RSY 1 3/30/20 BY APP. DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaaIrport.com - DELTA AIRPORT CONSULTANTS, INC. � NLTH OF N TRA I AUNDERS y Lic. o.031974 S O4/07/20 ww1�S'ONAL ���� NOTE 5 STA 60+90.0±, 400.0'± RT 2 SHEET KEY LEGEND -TOFA- EXISTING TAXIWAY OBJECT FREE AREA PROPOSED TAXIWAY OBJECT FREE AREA TOFA EXISTING TAXIWAY SAFETY AREA TSA PROPOSED TAXIWAY SAFETY AREA TSA PROPOSED TAXIWAY PAVEMENT SECTION PROPOSED MILL AND BITUMINOUS OVERLAY (DEPTH AS SHOWN ON THE PLANS) PROPOSED RUNWAY SHOULDER PAVEMENT SECTION 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY BENCHMARK INFORMATION PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 3. THE CONTRACTOR SHALL FIELD STAKE ALL EDGES OF PAVEMENT PRIOR TO CONSTRUCTION. 4. REFER TO PAVEMENT TIE-IN DETAILS. 5. REFER TO "OVERLAY TIE-IN DETAIL". 6. REFER TO "FILLET WIDENING DETAIL (TWO LIFTS)". 7. REFER TO SHEET 3 FOR BENCHMARK INFORMATION. roFA 30 0 30 60 SCALE: 1 "=30' FEET APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 PHASE 3 GEOMETRIC DRAWN BY: PJW SHEET LAYOUT DESIGNED BY: SKN/C113ml RAB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: V = 30 MARCH 2O20 YDOW YDOW RUNWAY 3-21 (BL "R" Y (0)W Y (0)W 0av, 1 624 qA o 56 62� y2 53+00 54+00 55+00 56+00 623 623 3p2 3 $ 2�8 �2 g ;-� -�-� - �--1a' - �--y� - +� -�� - + 1� 6-� + �s - I`� - T+62 62 57 00�7 3� - 3�0.? +- 58 f e6 - 5 0 3 2 +OO 62 622' 6 +- �. 4. �. / 3• 3. 3. �62 6 3• - + - - - +� 62 623°�C� ++623`t6 / 623- - �6 �- 62 ' 62 62 62 62 62 62 62 62 32- _ c I + g 2 + 320 + 15 1 I / + 22g2� Cs2'�0� + 9� + S$ 2 5 + 6�' + 0 3. 8 3. 3 62 3. + 62 1 / 9 6 2 + 95 2 622 l 2• + 622`' 622. + 64,55 + 4 �6 + 4 �� + + 395 + 395 g 6� + 3 9 + 62 2 + 62 . 62 3• + 05 + 229 �, 02 622' 62 6 + 6 62 62q . 6 62 62 , 62 62 + 23 9 %?o 5 + 3.60 623' + 23 5 + 623 2 + 316 1 - ✓623 6 _ 6 + 3 63 g2 6 + 6233 15 + _ 62 623 + 31�' \ + 2�0 + 62 + 61 p + 2L5� + 6% + 6223 + 2233 _62 6/ - -+ 6 3 00 \ 06 + 622 g2 1 + 622�1, 62 622. 622 - -+ 25 6 + 6 D � _622 + 622 D2 SHEET KEY / + 95 (' 623. - - � � - - \ � + 86 + 62285 + 622$ + 62266 / � 62�•`� LEGEND + 62A 1 j 623. + 623 g0 + 623 8 + 623 g2 + 6L3 j 2 + + 623 61 / + 3 /�3 39 + 35 + 2a + 3 �� 1' / 622 - - 236 21g 6223 623 623 62 + 6232 + 0� + 86 + 2g3 L�6 68 2�0 262 L51 / 239 02 + 2a 62 + B-X 6' 622' 62 ' +62 2 + 62 ' 62 ' 62 / + 62 + +E01 + 23 622' + 16 + 21 �- BORING LOCATION (APPROX) F E + �2 E +6-� �2� a F + 62223 622' 622• 62 ' + 6221� + 622 j 6 - _ _ _ NOTE 3 (TYP) - - - - _ _ X 918.33 EXISTING SPOT ELEVATION - - � - - �23.0- - - - PROTECT EXISTING RUNWAY LIGHT TO REMAIN � � - + 62381 + 6� + ter, + 3 �2 + 623 �3 + 623 �5 + 62336 + 2 20 + 1� 6 + 8Q 6 g1' 2� R 6� 56 622 �� 0 3p 33 23 Q - + PROPOSED SPOT ELEVATION �23-62 6 3' 623' + 63 622' + 622$ + 622 + 62 + 622 622' - 622' 6223 622' 622' + 6L2' 62222 62215 + 6220 622p5 1 g8 LpO i - 89 1 g�' 1 a1' 1 �9 905.44 -�� --_-� -+ -- + + + + + + 1 + +62 _ - �2 1 a' + 6� + 166 0 EXISTING AIRFIELD GUIDANCE SIGN 31 31 \ _ 2 6 NOTE 3 TYP 1 15 _ _ 6 + 62323 + p�, 62 + 0� +62 9$ / - 62 a + + 23 6 + 1� + 6 1 �� + 13 62 + 69 + 62 + + +62 41 + 62 8 - 62 6 62 62 / / t�2 + 2• 2 62 2 22' 62 62 + 2 1• ,\ �� 1• 12 PROPOSED AIRFIELD GUIDANCE SIGN + 32 23• O W 3• /} 2 2 Y �/�/ 5 2• + + 1 2. + 02 19 9 pa p2 0� O p6 Og / p2 / + 622 $3 6223 6226 + + 5Q + 52 + \ 9 / +622' + 62 g22' 62 1 , 6 6 62 62 / 62� 5 621. 3' 23' 62 ' 3• 8 + 9� + 86 + 1� 622' �22' 622 1 62 ' OO O EXISTING RUNWAY LIGHT 621.91 - 6 0 2 - -- pS 2 19g 199 1 1 0 193 62 7� 1 6 15$ 15� 216 151 1 �$ 1 4 131 - - + 92 51 6 f ,6222 62 622• 62 62 ' + +- 2 ' + 2 ' + 2 ' 62 62 ' 62 ' 6 62� - 62 ' - 62 _ - - 62 - - - - R O G EXISTING RUNWAY THRESHOLD LIGHT �- - - + + 22. 6 �� 22$ 21 _ 621.82 921.82 �21.82 621.72 621.39 - 22� - - - - - 621.97 621.89 6 1.8 2� .79- 621,.7 fro• + 6 1.55 + 62 A +-621.46 /+ 6241 + 621 � - + 621.4� �+ 62 45 + 621.45 + 62 621. 61 21.67 _ �21 e - - 265 2 9 -- - - - - - - - - O • EXISTING TAXIWAY LIGHT 6'� 622. +62q,6 +6223 +622.2 + 2223 __-- - - 1 _-- ---- --- �+ 622• N / / 6 / / / - - - -620-r - - - - - - - - - - - - - - - - LOD- LIMITS OF DISTURBANCE - _ -- _ _ EXISTING CABLE - - _ ---�� 1 / B-1 - - -- - G / / -.0 ABANDONED IN -PLACE i ROFA EXISTING RUNWAY OBJECT FREE AREA - -v� o ' - - - m + 620 72 + 621 39 621 51 + 620 87 + 0 16 622? + 6223 ` 622p3 - 622.0- + 62 I 621.29 - - 0 90 -2p / 621g �+-b2e� / + 621.21 621.15 + 620.71 - - 621 a / / / / + 620.29 620.65 619.95 � 20� 62+ + 62 0j1Q5l' 6 0� + 620.65 16� / �+ 6216.42/ / 620.17 64.15 -6_20.114- 620.13 620.09 620.37 99 621.20 620.92 620.5 619.80 , / \ 621l� + + 6;162 +6i// -620-.0 - - - - _ - 2101 _ - �2 62135 / / - �� \ - - - - - + 619.5619.97 620.59 620.89 620.5 + 20.14 + 619. �1 \ 02 62 62tp / / I :_� t 98 -+ --64-&.5 - oo i - - - / \ + " t 619�O ` L T 621 619.53 00 + 6 2 I + �19.36 J / /+ + 618.92 + 618.76 + 619.12 619.58 620.20 M 620.57 620.20 + 619.57 + 619.08 + 62319 / + 61 .85 619.34 9.97 Q 620.26 19.88 + 619.24 + 618.75 RSA - - RSA 61 25SA 2 53 59 R�},4 I RSA + + + + + + p. 618.6 18.78 I 618.48 j 618.02 617.77 61766 618.61 6 9.10 619.73 619.95 619.55 618.92 618.43 - + + + \ \ :RCP) \620 PROTECT XISTING ELECTRICAL HANDHOLE TYP 618.51 619.34 + 618.73618.2 ( ) 618.97 619.586361+15+ !_ GATE INLET �dOP�61�.05 - 620- �203� '- - -$�+ 618.35 + 619.52 619.63 619.25 + 618.59 + 618.05 IN IN=/611. 8' (15" RIIp31+ + 2p�,6 �2�19 + J / NOTE 6 618.87 INVBUT 10.56' (1,�62 6 62 I ADJUST EXISTING ELECTRICAL HANDHOLE o 8" RCP TO GRADE (NO SEPARAT# PAY ITEM) (TYP) �1�_ + + 62p + 1 + + + + + + + 618.10 �� 618.5420+ + p 9 6400 + � 618.27 617.81 617.30 617.03 618.17 618.69 619.33 619.32 619.32 9.07 18 91 61 .24 617 RSA EXISTING RUNWAY SAFETY AREA TOFA EXISTING TAXIWAY OBJECT FREE AREA TSA EXISTING TAXIWAY SAFETY AREA \ _ - - PROPOSED TAXIWAY PAVEMENT SECTION PROPOSED MILL AND BITUMINOUS OVERLAY (DEPTH AS SHOWN ON THE PLANS) PROPOSED RUNWAY SHOULDER PAVEMENT SECTION RSA _ - - RSA - - RSA _ p5 62(22 + 62 + +629g + + 618.10+ 618.14 + + + + + 617.20+ 616.42 --- 61(j.15 619. 619.01 618.76 617.85 / �e2° 203� + +o2g �ga0 �� - - + +v + 618.23 ZB-3 618.50 B-4 1 61 53 / 620• $• + 618.4�18 35 20 + 62 6�7\9 ++ 618.81 618.62-_ --- \ \ + + + - - 619.19 00 61 .38 617.�8 PROTECT EXISTING PULLCAN - - 1 - NOTE 6 ---- = 18"BCP_- _--�r14.6 - ----- 615.9� - ---- 61 $15.54 615.36 + 615.19 + T AA + + 619.29 ` gt TSA �S - 02 614.8� + F14 R� 619.77 619.73 9'465 619 7 _ V9�5 6 .44 6�9. + 62 1990.6129.22 619.20 61g' \ �_ _ _ \ 618.47 619.00 617. 6 + - A NOTES 31►' 2036 11-� 618.61 + + 616.78 6 �620 p2 618.81 618.70 618.45 - _ + p21' +62026 +62032 + + 6v +62p3a + 620�1 + 619a - + + 618 619.1 + 616{-322 - - - - - - - - - - 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO - - - p [�9 62 + + 'Iz9,11 618.9 618. 619.25 0 616. + 615.83 + + BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS • �_ -+ .2 . 1 6� 620.09 + + + + + 619.77 + 6�9.7 25 +319 9 6�9�30 6 3p + , 9.38 - - -- 616.91 615.66 615.32 + 61530 _ 620.41 62�$� 6 9 62 �20 6 6 1 I 616. 615.49 + / 31 - + OTHERWISE NOTED. + p'' 620 1 ✓ \ $ 6 3 9 616. 616. 616. 61 2. REFER TO "DEMOLITION PLAN" SHEET FOR PAVEMENT p1 620• � � + �2 62 ' 62p• 620' + 6`L ' g20• + • � 1 ® � p 1 REMOVAL AND MILLING LIMITS, AND REMOVAL OF EXISTING 21 + g6 + 620' 131 + 6211g + 621 p� 3 SARUC T NEAT VERTICAL L FA MATCH IS G SEE �.0- ` + 5 9 1 g 1 + 1 I 1 � + 3 2 � 3 1 + 31+ + 11 1' WCU CA FACE. EXISTING GRADE. NOTE 3 (TYP) 4 PAVEMENT AND OVERLAY TIE-IN DETAILS. L �3 621' ROFA 1 621 Q _ R9F� ps38 + 2pT�+ 62 + p6�ROF 62 ' 0 - 0 62 62 6 6 61 61 6 61 6 1 61 1 61 1 6 6 1 1 5 1 6 6. 4. REFER TO "ELECTRICAL LAYOUT" SHEET FOR LOCATION AND D 1• + 13 + 11 6 62 62 62 6 6 6 6 6 616 6 6(\ DIMENSIONS OF PROPOSED ELECTRICAL ITEMS. < 62 62 NOTE 3 (TYP) 6I4 ��i I I + 2p 13 + 62p�1 + 2p69 - + 24��, � + 620 ��, + 62p30 + 62p?� + 62022 + 0� / �� + 19�3 / +' 1g ��, + 19 .5 +�1gg2 1g95 + 18 �+ 1g �2 + 1$1a 1� 9g + Ip + 1� R1 + 12 � + 1696 + 61 +61660 � 6166 + b1 + 163� + 31� + 162� $ + 1163�, 5. REFER TO "EROSION AND SEDIMENT CONTROL LAYOUT,. 6 6 / 6 1I• / 6 I. 6 6• - 6 6 -6 62� + g$ 6 6 6 / 6 6 6 6 61i i 61 6 616 6 + 60 - - SHEETS FOR INSTALLATION OF PROPOSED EROSION AND 61 / / / / / / � 632 12 �- -I 0 1•0 + 62 a� + 96 + + 82 6 p58 6�9 0+0 +a 620+ 6201 + - 62� F 61 / 615� 61g+�, - �g / 619+ 6�a9 + / 615�6 + 61 -+2 01$ 69� 6��+g - �6�0 61a-rOk6�2 61jo� 6. 6 52 61 61619 616. 161p 616p5 / 15g1 6 5g6 SEDIMENT CONTROL MEASURES. 1 0• 2 62 62 62 ' + 6 + + 3� + + + a 62p' 62p' - 66 01 616' 616' 6159 6. REFER TO "DRAINAGE PLAN -TAXIWAY" FOR INFORMATION ON �I7 3 n TnG4 D�7 620 59 / 62 5�2p��-+ + �3 '62p' + 620• 62p. TSA + 620 1 ADD PHASE 3 Y NO. K REVISIONS 620' 16p2 _ 66W 153O O PROPOSED DRAINAGE STRUCTURES AND PIPES. 6161� 6 + ' +5 6 7. REFER TO "BORROW & SURPLUS STOCKPILE AREA" SHEET AND O 61ITEM P-152 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON EMBANKMENT MATERIAL. TSA TSA TSA TSA TSA TSA TSA TSA l 0FRI TOFA PJW RSY 1 3/30/20 BY APP. DATE TOFA 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deItaaIrport.com TOFA TOFA FO FO FO -1. • DELTA AIRPORT CONSULTANTS, INC. O O FO O---------- i • I I I I I I ,�, NLTH OF r TRA J. AUNDERS y Lic. o.031974 04/07/20 ww 1� 10NAL ti" -FO -FO TOFA 30 0 30 60 SCALE: 1 "=30' FEET APRON/PARKING EXPANSION WPO NO. WP0201900013 PHASE 3 GRADING & DRAWN BY: PJW DRAINAGE DESIGNED BY: SKN/RAB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: V - 30 MARCH 2O20 JOB NO. 17018/17019 SHEET C114ml z