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HomeMy WebLinkAboutARB201800152 Plan - Approved Architectural Review Board Approval 2019-05-08W 0 J "O }y D a � O a0 y� �W o z �LL LL cLLJ NO. CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA SURFACE PARKING EXPANSION 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 25 FEET 25 FEET PRIVATE ROAD) (AMENDED 11-13-91) 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), 8-5-96; ORD. 08-18(7), 11-12-08)) (COUNTY CODE 18-10.4) OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MELINDA CRAWFORD, EXECUTIVE DIRECTOR ADDRESS: 100 BOWEN LOOP, SUITE 200 CHARLOTTESVILLE, VIRGINIA 22901 PHONE NO: (434) 973-8342 EXT. 105 ZONING: RA TAX MAP: 32 PARCEL NO: 10 MAGISTERIAL DISTRICT: WHITE HALL COUNTY & STATE: ALBEMARLE, VIRGINIA PROJECT USE: AIRPORT IMPERVIOUS COVER: ADDITIONAL: 4.00 AC REMOVED: 0.41 AC NET CHANGE: 3.59 AC THIS SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT REVISIONS BY I APP. I DATE AIRCRAFT APRON EXPANSION & LIGHTING DELTA PROJECT NO. FOR THE 17019 CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 www.deItaairport.com N CHARLOTTESVILLE- ALBEMARLE AIRPORT 43 743r (643 606 SCALE: 1" = 2000' 29 APRIL 2019 SHEET NO. I TITLE G001-1 COVER SHEET C101-1 GENERAL LAYOUT, CRITICAL SLOPES, & PROJECT NOTES C102-1 AIRPORT PROPERTY MAP C103-1 PROJECT LAYOUT & PARKING SUMMARY C107-1 BORROW & WASTE SITE PLAN C108-1 DEMOLITION, MILLING, REPAIR LAYOUT C109-1 DEMOLITION, MILLING, REPAIR LAYOUT C110-1 GEOMETRIC LAYOUT C111-1 GEOMETRIC LAYOUT C130-2 EXISTING CONDITIONS C131-2 PHASE 1 EROSION & SEDIMENT CONTROL PLAN C132-2 PHASE 2 EROSION & SEDIMENT CONTROL PLAN C133-2 GRADING & DRAINAGE PLAN C134-2 GRADING & DRAINAGE PLAN ECONOMY LOT C135-2 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 RETAINING WALL FOUNDATION PLAN S200-2 RETAINING WALL DETAILS S201-2 RETAINING WALL SECTIONS E101-3 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS E102-3 SITE PLAN - PHOTOMETRICS - PART A E103-3 SITE PLAN - PHOTOMETRICS - PART B E104-3 ECONOMY PARKING LOT PLAN - PHOTOMETRICS `�! DELTA AIRPORT CONSULTANTS, INC. S D P2018-84 MINOR AMENDMENT SHEET NO. SUFFIX COMPANY NAME -1 DELTA AIRPORT CONSULTANTS, INC. -2 DRAPER ADEN ASSOCIATES -3 PACE COLLABORATIVE -4 ANHOLD ASSOCIATES IS;HETI TITLE I E105-3 APRON - PHOTOMETRICS E501-3 ELECTRICAL DETAILS L101-4 LANDSCAPE PLAN L102-4 LANDSCAPE PLAN L103-4 LANDSCAPE PLAN PRELIMINARY - DO NOT USE FOR CONSTRUCT/ON APRON/PARKING EXPANSION COVER SHEET WPO NO. JOB NO. WP0201900013 117018/17019 DRAWN BY: PJW SHEET DESIGNED BY: J DB IG001 m l CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN APRIL 2019 W U) f= D 0 Q J 3 z W m 0 z 0 D,UL NUMBER DESCRIPTION NORTHING EASTING ELEVATION A 364 SURVEY CONTROL 3937852.910 11497138.568 617.5 CHO E SACS 3940408.748 11497730.060 612.0 CHO F SACS 3935874.430 11495832.171 629.0 CHO H PACS 3938176.324 11496755.954 619.9 X 155 SURVEY CONTROL 3936233.278 11494982.033 631.7 NOTE: INFORMATION OBTAINED FROM WWW.NGS.NOAA.GOV ON APRIL 4, 2019. C U - 00 / RUNWAY PROTECTION ZONE ° 1,000' x 1,750' x 2,500' d d AX 155 / Q 1 ELECTRICALVAULT ( ROTATING WASTOE VV SITE Qr j, BEACON v TEMPORARY ® CONSTRUCTION �` ' ENTRANCE - -� ASI AE Scl? I I r F I 1 o I PART 77 APPROACH SURFACE CE TERY i 1,000' x 4,000' x 10,000' I 34:1 SLOPE 2,, rr _ GATE 15 B Pf 1 -ROFA ROFA ROFA GLIDE SLOPE n - --- RSA-- - --- - ------ RS, I- ---- RSA- - -- -------RSA RSA-- -- - -- ----RSA 1, 000' FAR PART 77 t PRIMARY SURFACE 250' t t tt 0 010 - - - 30+Wr BASELINE-fR" 40+00- 50+00 - - 60+00 _ 90+mai NW _3-2a-(6,801' x 150') - - - - - � ___ CHO H EXPAND_ AIR } RW 3 LOCALIZER `�i C,I-10 F - --- RS - - - -- RSA- Q -- - RSA-- ---- --- - - 5 ---- - -MHO- --- RSA -- -- - -- RSA - Q 4 o t CARRIED i�PRON o ROFA ----------------------------- �7 RUNWAY PROTECTION ZONE ° ` ♦ I I RPZ �- �'- - RP -�-1T1T11T1 � CSA �-•- - 11,000' x 1,425' x 1,700' RPz `" � I I I - �� � . _ LANDMARK • A _ RPZ _ - - _ �.GATE 1 - - c TERMINAL% /i r- / o - W µp IH911[H+I+H+fNIfH+lO _ 0 PZ ® / l 1 / ® _ 00 SRE BUILDING w 06 L PART 77 APPROACH SURFACE 1,000' x 16,000' x 50,000' � � ' - -�--- -� .. � � � _ � � � � o � ND ECON MY FIRST 10,000 - 50:1 �� �D � °a LAST 40,000'-40:1 CS ING LOT PROJECT NOTES: 5. THE COMITRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY 13. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQLUIRED DURING THE COURSE OF THE ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL NAME. PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER GENERAL: RIGHT TO HALT WORK OR HAULING IN NON-CONFORMINNG AREAS. IF CORRECTIVE ACTIONS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING DEBRIS. CONSTRUCTION: ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 1. THE PROJECT NOTICE -TO -PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS DEPARTMENT OF TRANSPORTATION. THIS PLAN AS DRAWN MAY NOT ACCURATELY 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER LEGEND IN -PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY 1. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., 14. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ZONING ORDINANCE SECTION 5.1.28. EXECUTED BY ALL PARTIES. AIRPORT LIGHTING, ACCESS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING REQUIREMENTS OF THE PERMIT SHALL GOVERN. CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND IMMEDIATELY. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CURRENT THE CODE OF ALBEMARLE. ABM-X BENCHMARK LOCATION FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN SPECIFICATION AND STANDARDS OF VDOT, UNLESS OTHERWISE NOTED. AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR 15. TOPSOIL SHALL BE STOCKPILED ONLY IN THE WASTE AREA SHOWN ON THE PLANS UNLESS 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. CSA CONTRACTOR STAGING AREA COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAR, STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE GRADING, OR OTHER CONSTRUCTION. 1E. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN CONTRACTOR HAUL ROUTE PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM). PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. 4. ALL SLOPES AND DISTURBED AREAS AREA TO BE FERTILIZED, SEEDED AND MULCHED. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC ALBEMARLE COUNTY STREAM BUFFER 3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. APPROVED EQUIVALENT. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY EXISTING FENCE ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT 4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE BORING INFORMATION WAS OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE, THE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION - EXISTING GLIDE SLOPE CRITICAL AREA PROVIDED BY: CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR TOPSOIL STRIPPING TO A DEPTH OF UP TO THREE (3) INCHES IN THE PROPOSED 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, SUSPECTED UNDERGROUND UTILITY. EMBANKMENT AREAS WILL NOT BE MEASURED FOR (PAYMENT. ANY STRIPPING BELOW OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. - - - - - - - - - EXISTING LOCALIZER CRITICAL AREA S&ME, INC. THREE (3) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. TO STABILIZE A DRAINAGE CHANNEL. 8646 W MARKET STREET, SUITE 105, GREENSBORO, NC 27409 2• THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES PRIOR TO INSTALLATION. ANY 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS EXISTING PART 77 APPROACH SURFACE (336) 288-7180 DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 5. FIELD SURVEY INFORMATION WAS PROVIDED BY: PRIOR TO INSTALLATION. TRAFFIC CONTROL DEVICES. 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO - - EXISTING AIRPORT PROPERTY LINE 18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. 3. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO----ROFA- EXISTING RUNWAY OBJECT FREE AREA ROUDABUSH AND GALE ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. PUBLIC SAFETY SHALL -CLASS III. APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902 NOT BE COMPROMISED. 19. MINOR ITEMS (I.E. SIGNS, SHRUBS, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED (434) 977-0205 SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO (MISCELLANEOUS DEMOLITION. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 183. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND -RPZ--- EXISTING RUNWAY PROTECTION ZONE SURVEY DATE: DECEMBER 2017 4. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE BARRICADES/ TRAFFIC CONTROL STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, DEVICES, DURING THE PROJECT. MULTIPLE RELOCATIONS OF BARRICADES/ TRAFFIC 20. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. NO SEPARATE PAY ITEM. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT RSA---- EXISTING RUNWAY SAFETY AREA DRAPER ADEN AND ASSOCIATES CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT, THE LOCATION GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE 1030 WILMER AVENUE, SUITE 100, RICHMOND, VA 23227 OF BARRICADES/TRAFFIC DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST 21. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PROPOSED CONSTRUCTION (804) 264-2228 TYPICAL LOCATION. WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. NO SEPARATE PAY ITEM. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED AT SURVEY DATE: JUNE 2016 PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CRITICAL SLOPES 6. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL 5. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING DRAINAGE: DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. CONTROL INSPECTOR. WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE STEEP SLOPES - MANAGED ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 1. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS (OR OFFSET JOINTS WITH PROFILE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. -- SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. STEEP SLOPES - PRESERVED CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER 6. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES EROSION AND SEDIMENT CONTROL REGULATIONS. SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION REFERENCED ITEMS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE THE FIRST STEP IN CLEARING. TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. ROADWAYS. 2. ALL MANHOLE AND DROP INLET LOCATIONS AND TOIP ELEVATIONS ARE GIVEN TO THE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING 7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR ON THE SITE AT ALL TIMES. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. THE COURSE OF THIS PROJECT. MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE n 7. NO CONTRACTOR EMPLOYEES SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS ( ) PRIOR TO FABRICATION OF PROPOSED STRUCTURES. ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), ii D THE PROJECT SITE OR AIRPORT PROPERTY. 8. THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% z OPERATIONS. ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE 3. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A CD SECURITY: PROJECT. CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONSTRUCTION OF DAMS. 1. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER. ai 9. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE. CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS CRITICAL SLOPES PER ALBEMARLE COUNTY GIS o GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DETERMINED BY THE PLAN APPROVING AUTHORITY. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED 2. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP FACILITIES. UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) o TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. PROPOSED PIPE(S) AND/OR STRUCTURE, VERIFICATIONS SHALL BE COMPLETED AND ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR FINAL STABILIZATION IS ACHIEVED, PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE 3. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS 10. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY 400 0 400 800 MANDATORY. ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED EROSION CONTROL INSPECTOR. o PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR. 5. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION FILTERING DEVICE. - OF MANHOLES, DROP iNLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. GENERAL CONSTRUCTION NOTES FOR BUILDING INSPECTION SCALE: 1"=400' 9- 11. ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING FEET 0 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON -SECURE AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND a SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED. 6. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING 9 CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN D THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, 12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF BE MADE IMMEDIATELY. ALSO. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE INCIDENTAL TO THE COST OF THE PROJECT. EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. q STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. APRON/PARKING EXPANSION WPo NO. JOB NO. WP0201900013 17018/17019 2700 Polo ParkwayDELTAIRPRT DRAWN BY: SHEET Midlothian, Virginia 23113 �. GENERAL LAYOUT, CRITICAL PJW PRELIMINARY DO NOT USE DESIGNED BY: phone: (804) 275-8301 FOR CONSTRUCT/ON' SLOPES, & PROJECT NOTES JDB ci 01 mi www.deItaairport.com CONSULTANTS, SCALE: DATE: r No. REVISIONS BY APP. DATE CHARLOTTESVILLE ALBEMARLE AIRPORT = 400' APRIL 2019 { 3 a a In 60 rn 0 N N 3 7 a rn C) 0 0 M O ti LEGEND :... EXISTING FENCE - - EXISTING AIRPORT PROPERTY LINE - - - - - - - PROPOSED AIRPORT PROPERTY LINE ----------------- INTERIOR PARCEL LINES - - - - - ADJACENT PARCEL LINES - - EXISTING UTILITY EASEMENT a, EXISTING AVIGATION EASEMENT TRANSACTION NOTES 1. AIRPORT PROPERTY OWNERSHIP WAS INITIALLY HELD JOINTLY BY THE CITY OF CHARLOTTESVILLE AND ALBEMARLE COUNTY. ALL AIRPORT PROPERTY AS OF FEBRUARY 2, 1975 (APPROXIMATELY 604 ACS, FEE PLUS EASEMENTS) WAS TRANSFERRED TO THE CHARLOTTESVILLE-ALBEMARLE AIRPORT BOARD. THIS TRANSACTION IS RECORDED IN DB 607/0036, ALBEMARLE COUNTY, VA. 2. ON OCTOBER 3, 1984, ALL AIRPORT PROPERTY (APPROXIMATELY 611 ACS. FEE PLUS EASEMENTS) WAS TRANSFERRED TO THE CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY, THIS TRANSACTION IS RECORDED IN DB 818/210, ALBEMARLE COUNTY, VA. 3. EASEMENTS HELD ON PARCELS LATER ACQUIRED BY THE GOVERNING BODY OF THE AIRPORT ARE NOT DEPICTED ON THE PROPERTY MAP IF THE PARCEL IS NOW OWNED BY THE AIRPORT AUTHORITY. SEE TRANSACTION TABLES FOR DETAILS OF EASEMENTS PREVIOUSLY HELD. x{ 9 -•'' p m, BEACON -� ._- u ' r C fi 629 te4 - ��_ ........ .... ..•, 't..��5'' c r , ., 9 ! � 4�_ ��� - •_ ��"""^ N,�^-,...6'E134�f d / I I' % / , 16� / /, y€ / 0 - - - - 4&0 , �,3 ROUTE 743 `1.6�,.`�,,,�- ,a1 CS°°' I ��'��....�'�-• I r � - _. _ _ = - - . _ _ . _ � \ , r _.... ._..._ I I-�._--_'_ ..-..r,�^, r-s-.__.!`� q , C342_��--,r �„ ��, W 'i 3 ' •\ F 12a 0 $L33-- 1 18 i C,;�'_=_._�---.--.-.--.--- i /� 1 - 31 ----------- ' i i�� 1362� 1 _---i r . r _ _Boom r "- wom 41r 3 -., 60 iI i -117 TA�CIWAY "F" ; L`F ,--------------- -----�--- \ 56 r 14 TAXIWAY „C„ , , o i -i TAXIWAY 1 , "E" >1 r f7 I I »• 1 "1"AXIWAY�"A _ _. ,_ _ _ _ _ ..... _ � _ _ �;,, �� 2 ' ?• a _. `� I �; �0 � I i � TAXI WAY „H„ , , i _...__ .. . ...... _ _...�.. __r.._�. _ , .w. '.. lo * I � I i I 42 TAXIWAY "J".............._...._ - - ._."-.__. _..".._...__.......,......_. • i..............., aT1. 8 , E �-s11 10 27 I �i w' E + ` ' ro' ,_ _..,,_.,_................ O �. E +._• ,/ ,. , --�' .�f&3. � 9 � _ � 08 155 7 , v 0 IilNIN9IN 0 D 3 t uao : , �\8 57 ' f I , i s x •i Aft 7� : 1, p Ali }€b 2°� s i0lii010108l0lH10,1i111010,140 .r"" � �_ 1 �. N25°33 � � ��:,, "'+,"""""a" w,� 1 ••°`'`„ *uM .. 1��1 �..i' . tl,'dU I� 481110101011011!#101110 0" 0r 6 to Q REF. NO. TAX MAP! PARCEL NO. DB/PAGE M f %f P DATE GRANT NO. OR PREVIOUS OWNER ACREAGE RECORDED PURCHASE INFO. i S 5 N PURPOSE OF ACQUISITION / EASEMENT TYPE FEE CUM, EASEMENT CUM, 1 32/56 298/87 Titus Pankey, Jr. 73,750 73.750 10125/1951 FAAP 9-44-016-0301 Initial Airport Construction 2 297-491 E.T. Muse 22.100 95.850 10/26/1951 FAAP 9-44-016-0301 Initial Airport Construction 3 298-115 Manda Frazier 5,250 101.100 11/19/1951 FAAP 9-44-016-0301 Initial Airport Construction 4 32/57 298/316 Viola Grigsby 5.270 106.370 12/26/1951 FAAP 9-44-016-0301 Initial Airport Construction 5 32/49 299/540 Francis Brown 9.690 116.060 95 2/25/1 2 9- 4-016-0301 FAAP 4 Initial Airport Construction p tru n 6 32/49A 300/273 Carrie Watts, at al. 5.380 121.440 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 7 300/255 Dirk Dehooge 17.290 138.730 411311952 FAAP 9-44-016-0301 Initial Airport Construction 8 32/56A 300/267 Elmer McClammer, at al. 162.040 300.770 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 9 32/49G 300/270 Garland Robbins 6.970 307.740 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 10 300/257 McKinley Goggins, at al. 28,170 335.910 13J 4/13/1952 9- - FAAP 44 016-0301 Initial Airport Construction 11 32149C 300/264 McKinley Goggins, at al. 10,120 346,030 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 12 300-261 McKinley Goggins, at al, 5.880 351,910 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 13 32/49F 300-276 Ross Lillard, at al. 32.200 384.110 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 14 300/390 Specialties, Inc. p 97.260 481.370 5/28/1952 FAAP 9-44-016-0301 Initial Airport Construction p 15 31/23 304/487 Edward Morris Chisholm 1,500 482.870 312/1953 FAAP 9-44-016-0301 Initial Airport Construction 16 31/23 304/487 Edward Morris Chisholm 13.670 496.540 3/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 17 31/23 304/48 7 Edward orris Chisholm Ed a M 0.00 2 0.490 9 20.4 0 3/2/1953 FAAP 9- 4- AA 4 016-0301 Flight & Utility Easement g y 18 3041397 Henry Garrison 4.200 500.740 4/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 19 307/378 Specialties, Inc. 3.240 503,980 4/19/1953 FAAP 9-44-016-0301 Initial Airport Construction 20 32/57A 309/216 G. C. Spencer 84.300 588.280 211/1954 FAAP 9-44-016-0301 Initial Airport Construction 21 309/216 G. C. Spencer 3,220 591.500 2/1/1954 FAAP 9-44-016-0301 Initial Airport Construction 22 32/61 309/366 Aubrey Blakey 0,00 0.530 21.020 2/25/1954 FAAP 9-44-016-0301 Flight & Clearing Easement 23 31/54 309/385 Pleasant Grove Baptist Church 0.00 1.020 22.040 3110/1954 FAAP 9-44-016-0301 Flight & Clearing Easement 24 31155 3101451 Henry Garrison 0.00 5.280 27.320 5/1511954 FAAP 9-44-016-0301 Flight & Clearing Easement 25 311/288 Emma Cook, at al. 11.460 602,960 6/30/1954 FAAP 9-44-016-0301 Initial Airport Construction 26 31/66 314/437 John S. Battle Jr, 1.940 604.900 1/19/1955 FAAP 9-44-016-0301 Initial Airport Construction 27 20J18A 314-555 Charles Durrer 0.960 605.860 1120/1955 Piney Mountain Obstruction Light 28 32/61 549/118 Aubrey Blakey 0.00 0.590 27.910 4/19/1974 ADAP 8-51-0004-01 Flight Easement 29 46/1 550/409 Rosalee Branham Haught 0,00 7.600 35,510 5/14/1974 ADAP 8-51-0004-01 Flight Easement 30 32/60A 553/491 Eva Kennedy 0.00 1,000 36.510 6/1011974 ADAP 8-51-0004-01 Flight Easement 31 45/51 569/485 John Groundwater 0.140 606.000 3/14/1975 ADAP 8-51-0004-01 MALSR Installation 32 45/51 569/485 John Groundwater 0.00 2.670 39.180 3/14/1975 ADAP 8-51-0004-01 Flight Easement 33 31155 593/312 June Gray 2.590 608.590 4/23/1976 ADAP 8-51-0004-01 MALSR Installation 34 31/55 593/312 June Gray 0,00 5.200 44.380 4/23/1976 ADAP 8-51-0004-01 Flight & Clearance Easement 35 45/51A 612/68 Wilbur Clarkson 0,00 1,860 46.240 1/6/1977 ADAP 8-51-0004-01 Flight Easement 36 32/60B 613/98 Clarence Johnson 0.00 2.710 48.950 1/24/1977 ADAP 8-51-0004-01 Flight Easement 37 31/23 645/215 Edward Morris Chisholm 0.00 4.900 53.850 4/19/1978 Non -Federal Flight, Clearing, Grading, & Obstruction Easement 38 31123 6451215 Edward Morns Chisholm 0.00 3.590 57.440 4/19/1978 Flight, Clearing, Grading, & Obstruction Easement 39 31/23 645/215 Edward Morris Chisholm 0.00 12.970 70.410 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, & Obstruction Easement 40 31/23 645/215 Edward Morris Chisholm 0.00 14.290 84.700 4/19/1978 ADAP 6-51-0004-04 Flight, Clearing, Grading, & Obstruction Easement 41 32/10A 781/94 Ross Krum 3.980 612,570 111411983 Airport Development 42 32/48 820/143 James Hahn 0.00 0.227 84.927 1OJ24/1984 Non -Federal Flight & Clearing Easement 43 820/139 VA Department of Transportation 0.00 0.007 84.934 11/19/1984 Non -Federal Avigation Easement 44 3219C 863/1 Crutchfield Corp. 4.630 617.200 12/20/1985 Airport Development 45 32/9C 863/1 Crutchfield Corp. 0.00 7.610 92.644 12/20/1985 AIP 3-51-0004-02 Avigation Easement 46 32/10 1139/42 VA Department of Transportation 0,00 0.143 92.687 2/4/1991 Avigation Easement 47 2011 BA 1247/418 USA 0.00 0.960 93.647 8/2111992 Piney Mountain Obstruction Light 48 32/10 1261/164 VA Department of Transportation 0.00 0.027 93.674 10/16/1992 Avigation Easement 49 32/10 1261/168 VA Department of Transportation 0,00 0,072 93.746 10/16/1992 Avigation Easement 50 32/19B 1276/217 Jefferson National Bank 0,930 618,130 1219/1992 SR 606 Construction 51 1337/52 VA Department of Transportation 0,00 21.509 115.255 8/27/1993 Avigation Easement 52 32/56 1434/440 United Land 0.00 0.025 115.280 10/7/1994 Avigation Easement 53 32/10 1447/350 VA Department of Transportation 0.00 2.481 117.761 12/22/1994 Avigation Easement 54 32/9J1 1489/713 James & Rosalind Tirrel 0.423 618,553 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 55 32/9H 1489/713 James & Rosalind Tirrel 0.413 618,966 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 56 32/9 1541/465 Kenneth L. & Gay N. Loftin 0.189 619.165 6/4/1996 AIP 3-51-0004-15 Runway 21 RPZ 57 32/9J 1568/553 Emily Sanford & Nancy Wilbert 0.435 619.590 6/11/1996 AIP 3-51-0004-15 Runway 21 RPZ 58 32/60B 16161181 Pyllis K. Johnson Rush 2.710 622,300 -2.710 115.051 6/3/1997 AIP 3-51-0004-25 Runway 3 RPZ 59 45/51 1647/500 Wilbur L. Clarkson 2.450 624.750 -2.670 112,381 10/10/1997 AIP 3-51-0004-25 Runway 3 RPZ 60 31/55A 1738/292 Barry & Linda McLane 4.184 628.934 -5.280 107.101 8/24/1998 AIP 3-51-0004-25 Runway 3 RPZ 61 31127A 1813/108 Teledyne Ind. 11.451 640.385 51711999 Non -Federal Airport Development 62 32/60A 1880/476 Myriel E. Heath, at al. 1.000 641.385 -1.000 106.101 12/15/1999 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 32117B 1944/541 Crutchfield Corp. 0.426 644.812 8/7/2000 Non -Federal SR 606 Construction 65 32/49 1955/712 George or Louise Geer 0.470 645.282 9/13/2000 Non -Federal SR 606 Construction 66 32/49C 1955/720 George Geer 0,002 645.284 9/21/2000 Non -Federal SR 606 Construction 67 32/49A 1955/720 George Geer 0,102 645.386 9/21/2000 Non -Federal SR 606 Construction 68 32/49H 1969/359 Monty & Donna Geer 0,015 645A01 11/13/2000 Non -Federal SR 606 Construction 69 45/51A 2180-438 Loraine Blackburn 2.100 647,501 -1,870 104.231 4/1/2002 AIP 3-51-0004-28 Runway 3 RPZ 70 45/50G(5) 2181/436 Thomas & Marianna Keithley 1.219 648.720 4/11/2002 AIP 3-51-0004-28 Runway 3 RPZ 71 32/61 Aubrey Blakey 1.258 649.978 -1.120 103.111 1/9/2003 AIP 3-51-0004-28 Runway 3 RPZ 72 32/10 2263/32 VA Department of Transportation 0.00 5.017 108.128 9/3/2002 Avigation Easement 73 32/10 2353/643 VA Department of Transportation 4.109 554.087 9/3/2002 Right-of-way Release 74 45/50G(2) 2353/472 Mary M. Lane 0.010 654.097 1/8/2003 AIP 3-51-0004-28 SR 743 Construction 75 45/50G(4) 2353/478 Robert & Paula Frazier 0.070 654.167 1/8/2003 AIP 3-51-0004-28 SR 743 Construction 76 31/23 2804/25 Mary Jane Chisholm, Trustee 20,857 675.024 -8.640 99.488 7/26/04 AIP 3-51-0004-28 Runway 3 RPZ & SR 743 Right-of-way 77 31/23 2804/25 Mary Jane Chisholm, Trustee 0.00 3.540 103.028 7/26/04 AIP 3-51-0004-28 Temporary Construction Easement 78 32160 2990/614 W, J. Kennedy Estate 5.320 680.344 6/2/05 AIP 3-51-0004-28 Runway 3 RPZ 79 45/52 3340/533 River Heights Associates, L.P. 0.269 680.613 12/20/06 Runway 3 RPZ, Previous Parcel 6 80 46/1 3340/533 River Heights Associates, L.P. 9.203 689,816 12/20/06 Runway 3 RPZ, Previous Parcel 5A 81 31154 3762/358 Pleasant Grove Baptist Church 1.665 691,481 6130/09 Runway 3 RPZ, Previous Parcel 68 82 31/27A 3762/358 Charlottesville -Albemarle Airport Authority (-2.000) 589A81 1 6/30/09 Exchange for Parcel 81, Pleasant Grove Baptist Church I=! REVISIONS BY I APP. I DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deItaairport.com - ^iE.EC tl13ltdi E ! lr . 47 & f3tLilSx Ae llUtAU?re:E E I i E i 1 d ae f � rr { i i t d7 "'Ww �0 i> 3 �d�., � r -�.,.. � .,�� � •� d�/ C, 15 r5ti '�� 1 .� r� G G � ��a ,,. � ,�,, . , , � � yl \ i y% (11B L31 y 0 t'� e ry , J 2 I�1u. €.,,(..,.:.�i-16.0M,._ PARK YI i ;. L30 L29 r 'Lia9 _ u�TI I� 11 � ^'11 61 141E 500 0 5010 1000 3 I-4J" SCALE: V=500' FEET Na e13�E 18 Ao-,uJ Ef � Y tot A LESSEEEJ DB!PAGE TYPE AREA DATE TERM PURPOSE REF. NO. (ACRES) RECORDED (YEARS) 1 VA Electric & Power Co. 284/268 Utility 5/16/1949 Power 2 VA Electric & Power Co. 288/49 Utility 11/2911949 Power 3 30/262 Reserved 0.200 411311952 Cemetery 4 Francis Augustus & Hattie Brown 299/541 Reserved 0.100 4/13/1952 Cemetery 5 Heirs of Richard & Eliza Thompson 311/289 Reserved 0.250 6/30/1954 Cemetery 6 VA Electric & Power Co. 313/489 Utility 8/16/1964 Power 7 Central Telephone Co. 315/62 Utility 10/15/1954 Telephone 8 Jacob R. & Lutie Via 314/438 Reserved 0.100 1/19/1955 Cemetery 9 VA Electric & Power Co. 319/392 Utility 10/20/1955 Power 10 Central Telephone Co. 354/324 Utility 11/20/1959 Telephone 11 VA Electric & Power Co. 473/219 Utility 3/6/1970 Power 12 Central Telephone Co, 536/53 Utility 6/28/1973 Telephone 13 VA Electric & Power Co. 561/102 Utility 6/13/1974 Power 14 VA Electric & Power Co. 589/385 Utility 2/20/1976 Power 15 Central Telephone Co. 595/542 Utility 5/24/1976 Telephone 16 Central Telephone Co. 595/544 Utility 5/24/1976 Telephone 17 Central Telephone Co. 6801137 Utility 9/711979 Telephone 18 Jay Gatten 736/109 Utility 3/31/1982 Utility Easement 19 Central Telephone Co. 747/516 Utility 9/13/1982 Telephone 20 VA Electric & Power Co. 795/168 Utility 4/13/1984 Power 21 Albemarle County Service Authority 838/235 Utility 5/24/1985 Water/Rte 606 22 VA Electric & Power Co. 852/282 Utility 9/20/1985 Power 23 VA Electric & Power Co. 8521285 Utility 9/20/1985 Power 24 Central Telephone Co. 867/78 Utility 2/5/1986 Telephone 25 Albemarle County 871/445 Utility 3/24/1986 Utility Easement 26 Albemarle County Service Authority 879/60 Utility 5/22/1986 Water 27 Albemarle County Service Authority 963/20 Utility 10/5/1987 Water 28 VA Electric & Power Co. 1075/231 Utility 11/9/1989 Power 29 VA Electric & Power Co. 1093/426 Utility 4/2/1990 Power 30 Central Telephone Co. 1094/611 Utility 4/11/1990 Telephone 31 VA Electric & Power Co. 1168/327 Utility 7/30/1991 Power 32 Albemarle County Service Authority 1218/552 Utility 4/17/1992 Utility Easement 33 Albemarle County Service Authority 1261/173 Utility 10/16/1992 Utility Easement 34 VA Department of Transportation 1261/168 Drainage 10/16/1992 Drainage 35 Albemarle County Service Authority 1301/386 Utility 4/20/1993 Sewer 36 VA Electric & Power Co. 1324/443 Utility 7/13/1993 Power 37 VA Department of Transportation 1337152 Drainage 8127/1993 Drainage 38 VA Electric & Power Co. 1426/447 Utility 8/24/1994 Utility Easement 39 VA Department of Transportation 1447/350 Drainage 12/22/1994 Drainage 40 Sanford & Wilbert 1455/343 ROW 2,1711995 Sight Easement 41 Albemarle County Service Authority 1537/276 Utility 5/117/1996 Water 42 VA Electric & Power Co. 1557/535 Utility 8/15/1996 Power 43 United Land 1570/679 Utility 10118/1996 Utility Easement 44 United Land 1571/488 Utility 10/22/1996 Utility Easement 45 Albemarle County Service Authority 1579/191 Utility 12/2/1996 Sewer 46 Albemarle County Service Authority 1579/196 Utility 12/2/1996 Sewer 47 Central Telephone Co. 1616/357 Utility 6/4/1997 Telephone 48 VA Electric & Power Co. 1626/241 Utility 7i16/1997 Utility Easement 49 Albemarle County Service Authority 1655/267 Utility 11/14/1997 Utility Easement 50 Oak Hill Ent., LLC 1715/720 Access 6/18/1998 Access 51 VA Department of Transportation 1736/614 ROW 6/18/1998 Sight Easement 52 VA Electric & Power Co. 1925/109 Utility 6/7/2000 Power 53 Albemarle County Service Authority 1944/547 Utility 8/7/2000 Utility Easement 54 George & Louise Geer 1955/705 Utility 9/21/2000 Utility Easement 55 Albemarle County Service Authority Utility Water 56 Central Telephone Co. 2874/140 Utility 11/16/2004 Perpetual Telephone 57 Violet J. Moon 2874/133 Access 11/1612004 Perpetual Access 58 Rivanna Water and Sewer Authority PENDING Utility 0.150 PENDING Water 59 VA Electric & Power Co. 3294/134 Utility 0.103t 9/25/2006 Power 60 Albemarle County Service Authority 3827/418 Utility 0.113 12/9/2009 Perpetual Water/ Sewer 61 Airport Office Center, LLC & ATNA Corp., LLC 3827/426 Utility 0.006 12/9/2009 Perpetual Water/ Private Sewer 62 VA Electric & Power Co. 3904/49 Utility 2.083 7/13/2010 Power 63 Emily H. Sanford 4413/676 ROW 9/18/2013 Sight Easement 64 VA Electric Power Co. 4262/38-42 1 ROW 11/19/2012 Power TAXIWAY "A" I 1€ 20 ! ENTERY f7�,1 31.., `• 0 " w, � i� 30 � r`•� � 7 , 324"2528 W I ;: c: r uT 5 �17 jl�lf r G is or A d i FORK �` , t i to "� P i .-« „ (LlVA r EAL ra r t.3 DATION) _,. .. '„ Curve " Radius Tangent Length Delta Chord t Chord Bear. Curve 'S Radius W Tangent t Length .x eft Delta aka Chord o Chord Bear, C1 895.67' 75.81' 151.27' 1 9°40'35" 151.09' S 39°03'35" W C314 162.00 17.17 34.21 12°06'03" 34.15 N77°22'23"E C2 787.09' 331,69' 627.82' 45°42'07" 611.31" S 48°11'32" W C315 162.00 12.35 24.65 08°4304" 24,63 N87°4656"E C9 5759.58' 108.16' 216.29' 2°09106" 216.28' N 22°44'41" E C324 485.04 20.52 41.01 04°50'40" 41.00 816°16'52T C12 496.26' 270,53' 495.36' 57°111T 475.05' N 07'19'08" W C330 970.00 57.11 114.09 08°44'20" 713.89 N89°18'59"W C13 576.26' 249.80' 471.42' 46'52'17" 458.36 N 02°09'3O" W C14 1389.98' 471.38' 908.92' 37°27'58" 892.81' N 4T0017" E C331 57.00 11.09 21.91 22°01'20" 21,77 N67°4632"W C15 1309.98' 329,36' 645.34' 28°13'33" 638.8T N 35°23'25" E C332 57.00 19.68 37.89 38'05'13" 3720 N37°41FIN C16 555.00 135.40' 265.62' 27°25'16" 263A9 N 55°52'58" E C333 162.00 33.30 65.69 23114'03" 65.24 N07°03'37"W C17 1319.03' 33.99' 6Z97' 2°57'08" 67,96' N 68°07'03" E C334 1470.00 76.83 153.52 05°59011, 153.45 N15°49'501 C25 895.67' 19.16 38.36 T2715" 38.36' N 32°59'40" E C339 100.00 26.20 51.25 2T21142" 50.69 S24°33'52'W C26 847.09' 261.69' 507.62' 34°20'04" 500.06' S 53°52'32" W C340 108.00 119.46 180.52 95°46'07" 160.23 S17°42'28"W C309 50.00 38.18 65.21 74°43'51" 60.69 N11°24'14"W C341 162.00 56.62 1 108.93 38°31'39" 106,89 S10°54'46"E C310 50.00 5.92 11.79 13°30'21" 11.76 N3742521 C342 1470.00 332.45 653.90 25°29'12" 648.52 S25°34'55"W C311 1530.00 127.50 254.41 09°31'38" 254.12 N33°33'42"E C344 700.00 108.25 214,80 17°34'53" 213.95 N29°45'23"E C312 1530.00 214.48 426.17 W5714" 424.80 N20°49'06"E C401 1500.00 197.01 47°02'58" 196.87 N29°4523"E C313 57.00 32.98 59.80 60°06'28" 57.09 N4116081 C402 42.00 43.76 11129'23" 41.81 N29°4573"E 0 REF. NO. TAX MAP/ PARCEL NO. Aft wool OWNER DB/ PAGE DATE RECORDED 1 31/23 Mary Jane Chisholm 1720/377 6/18/1998 2 45E-1-B(2) N/F Lena R. Brubeck 365/212 2A 45E-1-B(2) William F. & Kathleen C. Whelan 2622/249 365/212 3 45/50G(2) Mary M. Lane 1340/583 9/7/1993 4 50G(3) 5 45/50G(4) Robert & Paula Frazier 567/137 8/15/1974 8 32/59 Violet Moon 1527/139 3/29/1996 9 32/57A Oak Hill Ent., LLC 1715/716 6/18/1998 9A 32/56 United Land Corp of America & SV Assoc. 1434/440 10 32/56A Atlantic Land Trust 1950/154 8/29/2000 11 32/49F Michael Napier, et.al. 97/289 8/11/2000 12 32/49B Barbara Peery, at al, 3531164 9/27/1996 13 32/49G Paul & Tammy Hager 1125/164 10/17/1990 14 32/49C George or Louise Geer 1688-399 4/11/1997 14A 32/49H Monty & Donna Geer 1879/274 12/10/1999 15 32/49A George or Louise Geer 1688-399 4/11/1997 16 32/49 George or Louise Geer 1435/518 2/3/1995 17 32/48 Airport Office Center, LLC 2255-380 8/22/2002 18 32117C Van & Priscilla Wilson 806/074 6/25/1984 19 32/17B(5) Route 649 Charlottesville Property, Inc. 1126/281 9/1/1990 20 32/17B(5) Crutchfield Corp 1028/107 12/14/1998 21 3219C Crutchfield Corp 10281107 21A 32/19B Wachovia Bank 1904/639 3/30/2000 22 32/9J Emily Sanford & Nancy Wilbert 1422/013 7/26/1994 23 3219J1 Woodmen of the World 1493/529 9/2211995 24 32/9H Margaret Graf 1503/594 11/7/1995 25 32/9 Kennith & Gay Loftin 1541/455 11/7/1995 26 32/9K Ruby Morris 1541/455 6/4/1996 27 32/913 Alan or Ada Kindrick 1202/74 2/3/1992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/713 Stephen J. Crickenberger 635/099 7/3/1973 30 32/7 David Crickenberger 532/155 7/3/1973 31 32/8 Virginia Land, LLC 1998/267 3/6/2001 32 31 B/L Earlysville Forest HOA 849/295 8/28/2001 33 31C/A Happy Valley, LLC 2073/597 5/31/2000 34 32/23J Adventure Farm, LLC 2664/009 12/29/2003 35 32/66 Avionics Specialties 1405/218 DELTA A 0�,?� T 1, 1:1, 1 1 i: YKtL/M/NAKY - UU NV l UJt TANTS, INCo FOR CONSTRUCTION Course Bearing Distance 1 Course Bearing Distance Course" Bearing Distance L1 S 38'44'19" E 47.10' L66 S 26°29'14" W 50.01' L320 N41 °26'08"W 97.67' L2 S 35°16'25" E 100.12' L67 S 20'11'55" W 100.40' L321 N48°46'09"W 45.2e L3 S 33°33'44" E 50.16 L68 S 201'44" W 50.01' L 22. 3 ° N31 14,44"W 165.4T L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L3231 , N44°14 37"W 232.45' L5 S 37°57'53" E 101.96' L70 S 26°29'14" W 50.01' L6 S 31°15'33" E 95.79' L71 S 29°54'55" W 50,16, L324, S41°22'52"W 179.61' L7 S 28°04'17" E 94.OT L72 S 22°2641"W 98.38' L325 S41°16'47'W 50.38' L8 S 21°28'28" E 187.35' L84 N 21°40'07" E 221.38' L326' S40°4712"W 50.OF L9 S 05°15'12" E 21.44' L85 N 21°35'35" E 54.04' L327 S39°46'13'W 39.61' L10 S W1612" E 212.25' L86 N 571612" W 176.30, L328 S44°09'19"E 7,27' L11 S 05°15'12" E 3.86' L115 S 18'1648" W 152.82' L329 N41°18'21"E 118.77' L12 S 05°15'12" E 82.63' L116 S 22°00'48" W 191.39' L330 S44°48'53'W 118.42' L13 S 05°161T E 22.30' L120 N 52°28'16" E 33.48' L331 $12°50'19'W 25.00' L14 S 07°08'43" W 161.31' L121 N 52°28'16" E 19.10' L15 S 06°39'02" W 52.15' L122 S 38°55'57" E 94.60' L332 S10°43'17"W 70.61' L16 S 06°3902" W 32.81' L123 N 51°04'03" E 19.69 L333 S10°04'03% $2.79' L17 N W13'57" W 37.45' L124 N 38°55'57" W 94.60' L334 S09°46'59"W 68.81, L18 N OT4603" E 32.81' L125 N 52°28'16" E 204.94' L335 $08°21'02"W 120.25' L19 S 83°13'57" E 37.38' L126 N 45°04'35" E 222,79' L336 N11°12'54"E 145.98' L20 S 06°39'02" W 276.08' L127 N 88°29'39" E 54.88' L337 N09°46'59"E 68.81, L21 S 09°19'33" W 48.70' L128 S 74'1312" E 71.16' L22 S 09°19'33" W 32,81' L129 S 09110'14" E 357,07' L338 N09°48'56"E 63.29' L23 N 81°00'24" W 67,25' L131 N 231554" W 62.93' L339 N10°58'091 73.31' L24 N 08°59'36" E 32.81' L132 N W431Y E 85.09' L340 N12°50191 25.00' L25 S 81'00'22" E 67,44' L133 N 31'19'03" E 145.68' L341 $07°24'48'W 150.92' L26 S 09°19'33" W 51.72' L134 N 25°36'25" E 98.92' L342 $09°46'58"W 222.34' L27 S 12°58'20" Vd 65.50, L135 N 31°19'03" E 49.99 L343 S10°48'43"W 631.88' L28 S 16*43'15" W 57.16' L136 N 30'4519" E 109.98, L344 S101718"W 123.64' L29 S 25°38'02" W 93.65' L137 N 27°22'06" E 108.19, L30 S 27'25'14' W 101.61, L138 N 16'19'55" E 163,70' L345 810°551TE 50.15, L31 S 30°45'12" IN 106.661 L139 N 13'00'11" E 70.02' L346 N19°15'46"E 46.77' L32 S 31°19'03" W 294,21' L140 N 09°14'09" E 54.26' L347 N21°47'06"E 48.28' L33 S 32°19'43" W 131.54' L141 N 09°14'09" E 32.81' L348 N21 °06'34"E 59.33' L34 N 74°1 T32" W 34.57' L142 $ 81 °00'25" E 143.64' L349 N19°42'13"E 50.78' L35 S 4°5602" W 68.25' L143 N 08°5935" E 32.81' L350 N11 °55'24"E 53.03, L36 S 16°51'04" E 4822' L144 N 81°00'25" W 143.64' L351 N10°34'35"E 51.27' L37 S 44°54'12" W 106.85, L145 N 09°14'09" E 59.95, L38 S 49°36'42" W 120.65' L146 N 08°12'54" E 104.54' L352 N09°50TE 54. 10' L39 S 50°27'31" W 61.46' L147 N 10°17'51" E 180.57' L353 N04°33'24"E 85.02' L40 S 58°59'22" W 62.26' L148 N 09°33'53" E 131.62' L354 N18°40'39"W 105.55, L41 S 58°59'22" W 4.09' L149 N 06°37'56" E 93.36' L355 N78°47'12"W 136.10' L42 S 50°04'36" W 101.12' L150 N 04°05'36" E 3.00' L356 N80°13'02"W 107.72' L43 S 47°58'03" W 28.96 L152 N 35°50'44" W 26.00' L357 N80°2726"W 70,62' L44 S 47°58'03" W 37.31' L153 N 54-1115" W 42.86' L358 N81°55'19"W 71.12' L45 S 43°25'34" E 6.56, L154 N 58'18'59" W 151.70' L46 S 45°16'45" W 46.72' L155 N 22°02'35" E 178.91' L359 N84°28'15"W 55.24' L47 S 85°24'21" W 21.89' L156 N 69°35'37" E 129.90' L360 N7119211 62.55' L48 S 30°00'28" W 61.61' L157 N 60°31'38" W 65.29' L361 S81 °38'58"E 98.06, L49 S 27°45'22" W 30.98, L158 N 31'05'15" E 141.54' L362 S80°7021 107,74' L50 S 26°31'03" W 41.31' L159 S 64°31'06" E 56.89' L363 S201T08"W 93.62' L51 S 25°29'22" W 66.46' L160 N 60°5912" W 286.54' L364 S20°27'4UW 308.23' L52 S 25°14'08" W 104,08' L161 N 60°38'42" W 112.35' L365 S20°27'40'W 196.71' L53 S 64°45'52" E 12.25' L162 N 60°38'42" W 210.00' L54 S 25°20'28" W 105.82, L167 N 59°51'44" W 94.08' L401 S13°35'19"W 50.21' L55 S 31°34'55" W 50.46' L210 S 62°2658" E 80.19, L402 N74°14'39"W 176.05' L56 S 19°37'51"W 50.25' L225 N W2655" E 331.68' L403 S24°44'06'W 73.40' L57 S W20'29" W 100.00' L303 N40°45'15"W 1.04' L404 N59°41'25"W 29 97' L58 S 33°18'39" IN 50.49' L304 N40°45'15"W 48,24' L405 N451730"E 70.99' L59 S 26°29'14" IN 100.02' L305 N45°44'29'W 19.49' L406 N59°3960'W 72,31' L60 S23°37'23"W 100,04' L306 N45°44'29"W 36.90' L407 N45°174TE 134.88' L61 S 34°2654" W 50.64' L62 S 12°5602" W 51.20' L307 N39°28'03"E 21.87' L408 N41°20281 64.20' L63 S21°54'28"W 50.09, L308 N38°19'311 13.67' L409 N15°16'12"W 179.87' L64 S 25°2029" W 250.00' L311 S18°42'12"E 27.76' L55 S 30°29'03" W 100.40 L316 838°1931 "W 18.32' APRON/PARKING EXPANSION WPO NO. JOB NO. W P0201900013 17018/ 17019 DRAWN BY: SHEET AIRPORT PROPERTY MAP PJW DESIGNED BY: JDB C I 02ol CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 - 500 APRIL 2019 kfaiEm 3 2700 Polo Parkway 0 Midlothian, Virginia 23113 T phone: (804) 275-8301 www.deltaairport.com- L { NO. REVISIONS BY APP. DATE DELTA AIRPORT CONSULTANTS, INC. 60+00 62+00 RSA..._.... ............ --- ........... ....._._................__..............................__._.._.........._...__._......................._..............._..... - t1 Jhi ............-......................_............._........ ACCESS OFF SR 606 DICKERSON ROAD AT AIRPORT GATE NO. 7 �TCE SHEET KEY _..__.... ..... _..... LEGEND CSA CONTRACTOR STAGING AREA TSP TEMPORARY STOCKPILE U TCE TEMPORARY CONSTRUCTION ENTRANCE •r—► •rl—► HAUL ROUTE (TWO-WAY TRAFFIC) STAGING AREA ADJACENT CSA TO SIRE BUILDING. EXISTING FENCE SEE GENERAL LAYOUT. X PROPOSED FENCE PRIMARY STAGING AREA FOR ECONOMY LOT AND SIDEWALK ACCESS OFF SR 606 DICKERSON ROAD AT EXISTING VDOT ENTRANCE ------Tbt]ff` --- EXISTING TAXILANE OBJECT FREE AREA TLOFA PROPOSED TAXILANE OBJECT FREE AREA ez ;XA SA— EXISTING TAXILANE SAFETY AREA TLSA PROPOSED TAXILANE SAFETY AREA 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 1 6 6 NOTE 1. CONSTRUCTION TRAFFIC SHALL NOT USE THE BOWEN LOOP ROAD FOR HAULING. 100 0 100 200 ------ SCALE: "? SCALE:1"=100' FEET APRON/PARKING EXPANSION wP0 NO. AoB No. WP0201900013 17018/17019 PROJECT LAYOUT & DRAWN BY: P JW SHEET PRAL-,L �{ RY - DO /VO T USE FOR CONSTRUCT/ON PARKING SUMMARY DESIGNED BY: JDB C 103-1 CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: V = 100 APRIL 2019 U) 0 c� 0 CD z C�jiLu CLEANOUT CLEANOUT TOTAL TOTAL DIAMETER DIAMETER BASIN DRAINAGE VOLUME VOLUME CLEANOUT VOLUME VOLUME RISER DEWATER FLEXIBLE DAM TOP BOTTOM DAM TOP DAM TOP CULVERT BAFFLE(S) No. AREA (AC) REQUIRED PROVIDED ELEVATION REQUIRED PROVIDED ELEVATION ORIFICE TUBING WIDTH (MIN) ELEVATION ELEVATION WIDTH (FT) DIAMETER REQUIRED (CY) (CY) (CY) (CY) (IN) (IN) (IN) D 29.26 966 966 496.58 3,920 7,078 499.60 6 3 2.0 494.00 503.00 1 20' 1 36 1 NO I I I EXISTING . . . . . . . . . . . ...... lith 11111 iiil�lpll 1p . . ......... . ... ....... . Y ...... . . ........... NM� % :q%q.qq . . .......... `N 8/8 x . ........... 7� Z\ `,N1 kN 11 Nk 7717 lilt N� 7 \,",7 i I pq 25?) .............. .. flfl( BORROW& WASTE SITE LOCATION m 777�- -7 !tI,1041101 4/V`, .4 _q� N, . . ....... W N, 'N, M 77�—LOD it ............... '177 �/x v 7bnp,)" m 72 Nk W­ Z 1< N\ kk LOD V _7 . ... ....... e ... . . ... Ex V Z� ...... . ....... 7= �ZE22Al 4, J NN\ - - --------- RRb�V &AVA-TtON-SITE' W b SHEET KEY . ..... k i kkk N &PS, /Z x I to js 4�, k., �y I �'IPSEETEMPORARY�$Eq!M N z- cl� 1"VVIVI BASIN TO,,`j k im U A., e 11 " DE IL" kl��Isa` ffRMANENT SWM Pli� LEGEND ASIN, D BASIN E J j DUST CONTROL ARFF TRAINING PAD 10 MULCHING 41, If(l EXISTIN BIOFILT, R T ... . ........ V/ // qqq%--" ­111 -%"Iq%bq. ­', 11- 11 i PERMANENT SEEDING 7 L 4" f t I Rl, ZA N, 7 . NN k� H' !,j 15 TEMPORARY SEEDING ..... . ........ N 'N SPRVE AN < bb� R, TEMPORARY SEDIMENT TRAP NG Bj�.ILTE X11 10 _J R ACE-MULC REPL&QMLANTIN'b'S' IMPAQ 7F . . ... ..... 1 -0­00- -46-� HAUL ROUTE (TWO-WAY TRAFFIC) �pk;__�,, �u �v �V. - _--b-1 ­.­ ___ / % . OR I/ �"m( I/H1 RU1bT1I0N:%­ ,=TQRdAN'CE il A' j BY, ONST 'N R TEMPORARY STONE CONSTRUCTION ENTRANCE OD - . . ........ W ur� . .... .. . ......... N, 4 . ...... ..... . ..... EXISTING FENCE .... . ...... . . .... ............. . ........ . ...... ...... ....... .... ........ . 0P/11 TRU L 71 _SF- PROPOSED SILT FENCE .......... 'N . . ........ ....... muc F EBAY�-_ - S__W 50 T�Pck WA`S�INP S�TATIO' N, IOUT f CE kk 41 - 41 4- 7/ > . . .... i\AP( - ------ 01 41 J/i I'll, /I t ,;­__.'\',-�,�ENDqFPRO4ECT b 1v PS ATION' z� ING 91 3- TRUCK, PROPOSED DIVERSION DIKE T =GfUNING AND' 4"" LOD- LIMITS OF DISTURBANCE SEE Ulti A 1 k, V� BYPASS WEIR DETAIL 6/ / ///, ( - T(Z It /y EXISTING AIRPORT PROPERTY LINE # f NTS L" MA I k, k, NN NOTES: /P `Q 'UCK WASTt'SIT/E�,/// \NNN M It /,, " 1, � It . ......... ... Wil EXISTING TREE LINE 1 04, 3. 6' 'A 411 p"', 10 "KI, _N, "N Nk X� X N, k I I ­p J� k k \­v\V",\ NN "N Nk kN \\V\ �h CONTRACTOR SHALL EXCAVATE BETWEEN FOREBAY AND BASIN /x A\ Al / t �j / /, li / Ili It I, �,x I N, CRITICAL SLOPES N, . ........ . .. . . . . . . . . STEEP SLOPES - MANAGED il x NNNNV lt� . ........... N, \V NN ........ . WEIR AND CHANNEL. ""x N� N, N, N I dl k, STEEP SLOPES - PRESERVED -7- FOR REMOVAL OF WEIR, WEIR SHALL BE FILLED IN WITH < " , -$) j /' f b COMPACTED SOIL AND STABILIZED WITH EC-2 MATTING. v �\\\v , , \ LO `v kk� 'N (j) v N­ \1 BLOCK EXISTING BIOFILTER WEIR WITH SAND BAGS WHEN \k" V \k, It\ \V x x N, "N \Ilk BYPASS WEIR IS INSTALLED. REMOVE SAND BAGS WHEN BYPASS J, . 11 Z� 1�� , ­,", 1� , �111 \ " \ I 01111� \N "I \IV I \ � \,"N IS REMOVED. X\ \\ ��z NOTES kNk, I IN k , I . k I / I i k, A" /x N�Ul . ......... ......... .. Is" A __j x CONTOUR DATA ON THIS SHEET IS SOURCED FROM GOOGLE NN NN, W, 1, CONTOURS ARE APPROXIMATE GRADES FOR THE BORROW SITE. 'N . . ......... N, kkk /z N, ........... J x\ n� EARTH. kk \ DC 1 . . . ..... 2. THE CONTRACTOR SHALL INSTALL SILT FENCE DOWN HILL FROM N, � \ '� \ �\ M . . ..... -, \ 1 1) � \ \ �P� n ALL EXCAVATION. ISOLATE EXCAVATION SUCH THAT NO MORE 'x� ........ .. :711- ......... . THAN ACRE DISTURBANCE OCCURS PER 100 LF OF SILT FENCE. �N, hi I W Ps / It (VESCH 3.05) ? .......... . TOP OF DAM N TS N\\ ELEV 50&00 \,N PP1=r-A_fZT ANTI 20' -VORTEX WIDTH t�l f.f,� k, A . ...... N, 3. EMBANKMENT OF ANY MATERIAL WITHIN THE SITE AREA SHALL BE DEWATERING DEVICE 100 YR HIGH WATER, ELEV = 50028 10 YR HIGH WATER, ELEV = 498.05 BASIN BOTTOM ELEV = 494,00 TOP OF RISER, ELEV = 499,60 8" DIA PERFORATED / FLEXIBLE TUBING -J 6" TEMPORARY ORIFICE ELEV = 497,60 6" PERMANENTORIFICE ELEV = 494,00 TRASH RACK DEVICIE INV OUT = 490,80 EMERGENCY SPILLWAY ELEV = 50tOO 0 21 '140 LF 36" RCP, CLASS V @SLOPE = 2,00% TEMPORARY SEDIMENT BASIN/PERMANENT SWM BASIN "D" DETAIL NTS NOTES: "I 1 MUCK OUT ELEV = 496.58. CONTRACTOR SHALL MAINTAIN STAKES LABELED WITH THE MUCK OUT ELEVATION. 2. ALL MAINTENANCE ASSOCIATED WITH BASIN PAID FOR UNDER "EROSION AND SEDIMENT CONTROL" PAY ITEM CONVERSION TO SEDIMENT BASIN SEQUENCE OF CONSTRUCTION FOR BASINS D: 1. REMOVE PLATE AND BLOCKING ON TEMPORARY ORIFICE. 2. INSTALL PERFORATED FLEXIBLE TUBING RISER. 4. PLUG PERMANENT ORIFICE WITH STEEL PLATE AND GROUT CONVERSION TO PERMANENT SWM SEQUENCE OF CONSTRUCTION FOR BASINS D: xz PLACED AT A MAXIMUM SLOPE OF 4:1. N k, v 4, GRADE BORROWAREATO PROVIDE POSITIVE DRAINAGE 1,N. N` I rj \,kN1'k A 1\\1\ N, N, THROUGHOUT DURATION OF CONSTRUCTION. J/ 'N, 7 . ....... . ......... I 5. BORROW SITE AND EXISTING BIORETENTION APPROVED UNDER .. . .......... n \A v\ v N. -000016. t . ......... �/ . :7 SITE PLAN AND WPO 2010 ... . . ...... V_ 6. THE CONTRACTOR SHALL PROTECT THE EXISTING BIORETENTION FILTER FROM SEDIMENT. ANY CONTAMINATION SHALL REoUIRE "N, . ..... NN, K_ Z . . ......... 7`, --- --- BIORETENTION REPAIR AT THE CONTRACTORS COST. NN ... .... . ... . .. . ...... 5' SEQUENCE OF BORROW SITE E&SC -- -- - --_---_- . ... .... ­5 1. INSTALL CONSTRUCTION ENTRANCES, NVX z 17 T 2. INSTALL SILT FENCE AND DIVERSION DIKES. (f ...... ........ k, , ill It j, 3. INSTALL SEDIMENT BASIN. SEE DETAIL. 4. INSTALL BYPASS WEIR. SEE DETAIL. N"P/ ...... .. . IN, t 5. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, ... ...... . . . ..... ... . ..... . Y fN TOPSOILING AND GRADING MAY COMMENCE. BASIN 6. STABILIZE THE SITE AS GRADING IS COMPLETED. ....... .... 4" \,x //b/x/ . .... . 7. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, NN . ........... .. - %IN REMOVE ALL ESC DEVICES, .............. a N, .. . . ....... `N .. . . ....... 8. CONVERT SEDIMENT BASIN TO SWM BASIN. SEE DETAIL. Z 11. REPLACE MULCH AND PLANTINGS IN THE BIORETENTION FILTER. 10. CLEAN OUT SEDIMENT FOREBAY. < X . ..... 9. REMOVE BYPASS WEIR. ........ .... . ....... ..... .... N. . ...... . ..... .......... ...... IN V, ... ........ _ _/ - - \\k N, . ......... ..... . .... ..... 'v ....... ........... . .... . ..... ... .. . ......... x ........ . . 0, _, , � , "" \' �::­ - . ..... k, 7�- N .. ...... ... ...... ----- - ........... . .. . ...... X _c 1 . MUCK OUT THE BOTTOM OF SEDIMENT BASIN. 2. RESTABILIZE BASIN. 3. REMOVE PERFORATED FLEXIBLE TUBING RISERS. 4. PLUG TEMPORARY ORIFICE WITH STEEL PLATE AND GROUT. 5. REMOVE PLATES AND BLOCKING ON PERMANENT ORIFICE. 6. INSTALL ORIFICE TRASH RACK. APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 2700 Polo Parkway #44 DRAWN BY: SHEET PjW Midlothian, Virginia 23113 ELTA IRP T BORROW & WASTE SITE I PREL IMINA R Y - D 0 NO T USE DESIGNED BY: phone: (804) 275-8301 FOR CONSTRUCTION PLAN JDB C107ml www.deItaairport.com aL CONSULTAN INCe SCALE: DATE: DATE CHARLOTTESVILLE ALBEMARLE AIRPORT 19 tj NO. REVISIONS BY APP. 1" = 100' APRIL 20 < I I I I N w H D O g m 3 a w 0 o� 0 0 z 0 3 ^a i M LO I 900' RT 50 52+00 53 -50 s i b 4 BOWEN LOOP ROAD A 54+74.7t, 917.9't RT i _. 4- �. , i 8 , i it �f I r i i.. 3 �. 4 _s� I t � s z �. , I ,i t < . WAR I , 1050' RT I _._..........._.._...__...._..._._..........._...................._................... .._........_ ___._ __. _................. ............ ......... ..... ...... .................. ... .._.................. ....... .__...__._...__..._............................. __.... _............ __.._..... ._......__......... _..____... ..... ....._......... ................. _........._....mm. ............................................._................._.......................__............._......_........__._..................................._.........................__.............._.............. _........._.. ....... ...... i - 4- _ � _._ .. �.. ...M,<. ..... , j , 3 3 + .,,,,. ., ... y.. ..:.. 1 5 E DETECTABLE WARN 11350' RT 3 a �I LL LN BOWEN REVISIONS BY I APP. I DATE ME 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 - WWW.deltaairport.com - .. 5350 i 5500 STA .01, 1213.$1' RT '-- STA 56+40.93, 1200.58' - STk 56+30.72, 1188.49' R STA 56+27.19, 1189.89' T STA56+28.44, 121 .52' RT f / I I I I I I I I I �_. DELTA AIRPORT CONSULTANTS, INC. vOp,O V-0p6 01 58*00 1200' RT 1350' RT NOTE 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW' (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 30 0 30 60 SCALE: 1"=30' FEET APRON/PARKING EXPANSION JOB NO. W P0201900013 17018/ 17019 DRAWN BY: PJW SHEET PRE /M/NARY - DO NOT USE GEOMETRIC LAYOUT FOR CONSTRUCT/ON DESIGNED BY: JDB ci 1001 CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 = 30 APRIL 2019 Z 5 50-50 52-00 53-50 55 00 56 50 r 5158 00 RSA RSA RSA — R,,' A RSA — RSA RSA ......... RSA RSA vILI 300' RT 300'RT rOFA TOFA TOF101 MFA WFA TOP'A TSA TSA 1SA TSA TSA— —TSA TSA ik TW "All SHEET KEY ROFA R6 ",,A R0,FA ROFA ROFA —,R OFA ROF",41 STA 52+05.00, 426.50'RT LEGEND 450'RT STA 52+05.00, 460,701 RT TSA ------------ --------------------------------------- APRON I 600'RT oL SEE INSET A F CONTINUATIO INSET A ,c- STA 49+46.0±, 734.0'± RT REVISIONS STA 52+03.88, 695.59'RT STA 52+03.88, 698.46' RT STA 52+03.88, 718.76' RT - STA 51+97.2±, 718,71± RT --, STA 51+97.8±, 733.6'± RT 41 411 STA 52+21.2±, 718.8'± RT + + PROPOSED RETAINING WALL MAX HEIGHT = 20' STA 52+21.0±, 733.5'± RT STA 52+6010, 734. 00' RT 4, + 411 + 41 + 4 + ECONOMY PARKING LOT + \ + + TIE INTO EXISTING FENCE STA 56+13±, 835'± RT + 55 00 MATCHLINE SHEET C1 10- BY I APP. I DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deIfaairport.com- DELTA AIRP��?� ORT CONSULTANTS, INC. STA r--- STA 56+90.11, 453.87'RT TSA T'S"A - STA 56+68.88, 461.481111 A 56 +82.52, 482.10, RT TIE INTO EXISTING SERVICE ROAD —RJ10' STA STA 58+00.0±, 495. 1'± RT TA56+92.07, 494.69- RT STA 58+76.1±, 428. 1 I± RT 88, 433.00'RT 'OFA STA 56T q+ 510 3'± RT R10 NAT OFA TIE INTO EXISTING ROAD STA 58+00.0±, 510.8'± RT < cn STA 56+72.98, 517.60'RT �§ �-0 STA 56+68.88, 532.84'RT IF - RT STA 56+99±, 7341± RT STA 56+99±, 750'± RT + 4, + 41 + PRELIM/NARY - DO NOT USE FOR CONSTRUCTION AMVEST- WORRELL CORPORATE HANGAR -- — ------------- EXISTING FENCE x PROPOSEDFENCE 450' RT EXISTING AIRPORT PROPERTY LINE 1111111IFFUM PROPOSED TRENCH DRAIN —TZ 01 — EXISTING TAXILANE OBJECT FREE AREA —TLOFA— PROPOSED TAXILANE OBJECT FREE AREA —'rLSA— EXISTING TAXILANE SAFETY AREA —TLSA— PROPOSED TAXILANE SAFETY AREA —T0Fk-,--, — — ------ EXISTING TAXIWAY OBJECT FREE AREA EXISTING TAXIWAY SAFETY AREA PROPOSED CURB AND GUTTER 4— PROPOSED PCC PAVEMENT PROPOSED TAXIWAY PAVEMENT SECTION PROPOSED PARKING LOT/ ACCESS PAVEMENT SECTION PROPOSED PCC SIDEWALK T STEEP SLOPES - MANAGED NOTE 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW' (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. I 30 0 30 60 mmm'Fm��� SCALE: 1"=30FEET APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 DRAWN BY: PJW SHEET GEOMETRIC LAYOUT DESIGNED BY: JDB C 111-1 SCALE: DATE: CHARLOTTESVILLE ALBEMARLE AIRPORT 1II = 30' 1 APRIL 2019 a D 0 3 c� rrZ VXw! MI 0 M O O r� CM O a ," z TSA r- �----- --- " w "w --S_------------------- TSA -------",.� - - - - - - - - - - rs ------- -----I--��".. _ --------- I TSA m r It TSA N, 4LM.». r F » M»» _...". _..........".a - 0 FO e 1 � � �.r � � � � �� Js� I � ...+.'""" 1 'fie -w.w I a� �,•. €" a I GRAPHIC SCALE r•". I €�60 0 30 60 120 ....»" _ ..... ». .».. _...» ��."....�.�....w "w"..".. �.w...."" ............. ..»...,.. " I -. » b" MAHI`N}'OLE (IN FEET) j TOP 617.37 _ ✓ E I �, ».-~- _ .. �� » �" �� I ' . INV. I1 inch_ 60ftri N=609.12 (NW) INV IN=611.E5 (NE)�`° ; 1 1 I ! _ "• . ice` �, \ I 0 INV.,\OUT 609. SE) r ld _ LTILK»w«.. I iJ',r ./+,r ,a�i":.».^».. • �''' .'r M.. " . RA . TOE5U 5T9 rt0 FO INN 101FO .57.....»".. %/.. 1 iLS _1 » 4 ,f»f ...«-. a Ill In • • . • • . o w.. 'tddl � . ,,„.n�i�..r• `O.. ._...« aN. U Up; "G� ` ...,w °i OIB ks § / J d F f jer 1 f f .• a e A H 1025 �s"(£, € ` TOP= RFF FACILITY p 1o2sa '` ' / � 0 = 1 6 1024 �� F�, �I�. UT=595. (E) I j MANHOLEIN\_ INV. IN=612.52 (NW) TOP=617.77i 1 TERMINAL CURB INLET I--6,07.76 (NE) BUILDING _ •gin .,.r � _ �• j � �" •: R E INV. IN=602.07 (NW) CURB INLET_ ® -- ` ,J ��.. • r1 • •� �r •. UiI�ItC�� i�� • AR • �. .. , ;is^.�.�llU d n .�.. l J�i.!!� - : �.+ -. • _ ,�l' �• • • �.�., � _��..•.'��I�L� •. r,.r ^,. 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M ,1 •: � I � 11. � • 1 • 1 � trt n �• 1 � IVI i� i%�i ,+aLT:.G \�. ._ Af' .. uM�l���e` IaiOA�•i;•.. ¢ • •%(t,��, ♦ • r • o �i !@ m 11' i HN N 5 o � J ( d> @. °'A f f f I' ' , ''P"" i"'.� .....^"."..»•._.»w , ••'" «"..r+� � " .. �� �•�'w •..� I d{ .:� 1 �d� t f / a t _»• \ Sy � A J` / d sJ a•"r 1' x/,!t�t �`a'f'''` .r^` •""" ""•.�.^�,.✓..,.�!....� r-„�.« N..... � m .... � € � � �� e � � �. .>'"'r ! F �r .?`� "` r".. f I l. M L € J ;✓ " l: I � � 1020 " � t�f ` e,.�' •� d �` f �'' � � � � .' s $�a�•° � TOP= 0 .43 1 t J 0 �`€ �F€ f • 1� 1<` `` ; �- > w d� `�`'r i i i i i I MTI N F �; � RBI T � � �� � ° '.. � � ,. ,�' ,,r!..ar.:�";, ;,•°" rr r'�'�%",r•..N._ �,� � I TOP 1.15 /j a d a .� " > € r p f � "^o.. ......_...._ � .....✓ � i S � g t ..w"".' ,......^".• .`Y.» w.".y J{ Jt' A f! �f r I > }f f ✓ �,r P ! r`> a I' r • J .<' " I U T 9 9.05 N E •. •, � ST U CTU R E- �6.4t �,,.... G t d�F ¢ �, F t I { €i'd !'� �".. J i'' J° �` , J� 93.9 �•* `�.,, `ti.. ... d ,/'rr,.....r,,. { . < ( ) + tits`= % t dd _ I r U 61 T Jd•/' ff F` € j tJ ,' J>` t ! OUT- 5�91.54 *> •, •' . IF !a }}e" j! € ww J` I J € € T 1035 I1� C06 .0 r Ic P ( 1 d 1 :t a p " J { r f £ CUdiN I .F#l� / }FEg IIiI {y[ F Ifj €� ad w € J frp jj J ( •i J l dip 1.99tj E) P ! I @IsI;I`1ffkiI f i ) d j I j ) f t % k d t ."».. @ r R T ¢d l! ! Iii ffE J a # l I I } f gJ / j r Il1`i8'1 /3 (W) ti, 6 1 09 ajlai l `. 1 d e 1002 O j pp I ' d t a(( I a d` a r^ f ""'" f .(. j i € • II 7 { '"".m `` ".f"'r r"fr ,.,!,r•'' ( " I t J ~IN Nrl HIT N=598.79 g� ( I t/� NW) - / e' a F{ } 1, t fF gy t o. d l {` i yr. ' / . r• 1 t a✓ ,,// I F . F f RAiTE 1 INV. O>1-598.79 §E w ... k I d p s Ill € . .' 1004 ( ) ._,._ ...__w ....�~` ....�'°` i l � � . � d �:i �r @� �.. _.»»».'.r.r•� r�,.�"`.� . " rd� �' � III d� � � �� 'Ii1�I,` i �,/ a �� I � d € I � I . I � �� � � � t .,.�. ..�"�- .,�'"r>" - �.. t � � � �� � f � � J'� d Ir 1 �. I jf ' {q F( d r ".✓" I � I � } 0 � F 11 t € j€ f $ t F � t 1 � 9� y4 � p � t � Jd € f »'y,y /� � � � � \ Jr tJ . �t � >rsr"j.."x..�✓ •`°"`+, !"F' r•.>+• . .. i'` ! d t fF. r r , 7- €°r t 1�1 fld I 1.1-t I I I I I I 111-11,11-4 "11 Itt I I �..., d� # � ' (€ � ! � i � I � I [ I � � i � � � �\ � � � llJ � T f ."' � � � /�f �. _.»✓-„a:"",.r^""> .: „> „r"`.'°y""',,,•';,'""r"°"r^ � j {,r t tJ t 3 I I •a � rd L ITTU [_1......- r h, ..u I I I I I .r^ j f # l , II f # ' t y € i i t \� 7Jl3 .»^� __.."~. .✓,/r" ..''",:..." "^, € { j',J',JF.ff ,t 1 (" J STREAM • (@ �f4 l I( �'" 1,. 60 �A\ INV. IN598.24 NW.., TOP=600. 4` - Iii g¢ €€I j# j l ��I �I��S� JA('. w_ `�'r ✓"`> ' >/ / i FL Q� - STRUCTURE= 3t AC3 y " - ." STRUCTURE f j d I f d€ i d d I€I - l ,"" ' 'F w ". r /t` ° /Ili11 ", J+ BUG T - G INV. lI T 5� 8.24 E , G T U T i , I �lN E• o . » U T U T Gr �� NOT oUND s f€ l� q )) .�.r'' r r t "^ IJ arl „„, ,,,, 6c 1, € � � � �� � € � a t d � � % � �`w"' "",, °'».,, °�•• `\� �"�, .,., 1036 . � d (, � �,"^ ". , ,'''" ,",. '� � ° a 1083 r f € p� � {``{ � �,. ," �� � \,, .. � � d� " ...>.. _»»». .>`°,",r,> ,,"•"';:,i' "" >.�" f .,' fir` � �� �/ t J'.'"` 1010 J >�ilr. j f d 1 r i' f - tiJ ~� `.".."» /r /.. J / { it°✓ f _LIWLIJ ' 1 / " tea.•/ " j / f f " tAlILE- _ » t tf» M • . . x. » f 1 f _ -d Fa _ i YsW-7 5I'• _ .R.. d kr - 1 037 0 ) / `n f r r _., i w, "". » - - ". . „ 'ww .. w -" . m _ __ INV. _.._...._ ..._...".».... a 0 d . a 3 � dd Aim`. J 1= » » p t f "�45♦ »» L! r 59•D. � . { » � d 9 i t z r..wM _ i r` .".r a " Jg E [ , fir I LET .. .r i 'CCJRB � /° a .N " - ' MA OL r " w. a� d I N .0 T r a �a _ w T 85. f 0 =� 82 ,r , a� 1060 „" w"w . _'_ _._.. ......."» .»_."» mw. _.__..._...."...»_ � __ .. -'' 1041 INV.MOTJT-fzm6'R2a~�- o a V.�OIUT= 75.38 w_.." ...__"." ..__...._..".. -.." .... w _ w - _. _ w _. . ' " w w_ _ » _ _ R \ANHOLE { t MANOLE + a BUG JN�Lw =563.10 RGP 1440J * >~~ NOTES (PERTAIN TO DAA SURVEY OF STORM SEW .. IR. (NWT .��, 2 ER): V.`N- 3. (SE) - _.�. _ _ 1 _- - 1059 \ - UGC^�liE� �� �,�� _ A 1042 �- �� __m ,.r I ``€ 1.) Source of Meridian is based upon benchmark information shown on sheet 4 of 27 of plans _ _. C&j w - N'lN 0 - - . _ • » DEPTH HIG ER THAN UGE{ _,. " .." l�£iw " e ' 1072 - -� - - 1os3 -� _ '�'- -m _ �w and prepared by Delta Airport Consultants, Inc., job number 12064, titled "SURFACE PARKING 1 -_N1 ° .71. _ - = _ ✓ W�="y�" -__ " �. ,". _._._. R0 _ _ fi dated July 016. ,� X 97 "` E- fief-•,,-,. B WE1N L00°R A �° UGC`` `-' �" �""" "`�- EXPANSION" da 2014 and signed June 22, 2 ba ___ _. _ _.w _ _ " »"' -•" -w �" `" e.._.= 2. Vertical datum: NAVD88 based upon benchmark information shown on sheet 4 of 27 of plans ww._. .� zj � '. FAY a � .� � » ».. _� • ; . flD. _ . _ . _ . 9?. _-.....-- • - • �. _ . ($r �� `.., GRATE INLET' � � TR U C TU R E r � >,I''� ) p s d .... ....._. „w,, ".»..".» _..w .»_.:» w -- ._ "�,,..... v.,;..,, : ,...... "'_..:." •,."w. �✓-----__ ` _ . _ . TOP 570.19 T I I € „ d .. 2 e 9 »•--....^•---•,..-.._...» ".........._ _.. -- ~"----- �, prepared by Delta Airport Consultants Inc., job number 1 4 d SURFACE PARKING �, f..�� _ w.. "..ww _.. _ 1•✓ �; w � NO .�,. ww RT L T j, ,,,� .". � .�:" �_: ". mow" ,��. .� . �.r�....�.. �,.. � ...., / � �e � _ � _ _ EXPANSION - _ dated Jul w=�w•d1 • 2014 _..� , and signed ned June 2 �.W 2016. tll py .1 "-w~. f OP _. _ - 9 5 9. 2 Y / �a TE ET _ 1 �a _ w - _ _ F ,r - �-w This I curve �� .»�- s w r ar e ed � .': with �9 � out th � V 4.22 E � €� .� w". e benefit nefi o �-"' .wwwM t f a - ....w Y titlecommitment N - ""7-565.74' "NE �. � .: Por `�. � P title report -599. # .� • 1No a n d all m 10 70 C r w"w ga° aad '�»�-• »mow e e t a encumbrances .. _. - that _ _mi ht i be d s ( ) r -.w.close din a - titl • .:a se c ouTar h m 9 �.a not b t e sh own. how t _n. i Y ww ..w s- d a.� LO 4. >a era Ut ilities � € ties shown a . wn � are e as upon: ~ N _. f r •ww. I ._ ( w^� a ! I SUE ua a �"� L } ... eve Q I D A --ww^ SCE � 3 _ 38 02 1 38 compiled r �""""�... o it records €. Y only q " " P dl '� w_w_ _ -•Y t,� a ` f r•^ .., fa F I _ _ _ NaI N°� '�`�� '�i� r''d Fr ar t• i " w" _" _ w. _.w.» Quality."E Lev C, ASCE 38 02 v' itile e v' de nce in conjunction u n ctian wit h compiled re cords. d s. � � d F I F p { E t " - dr � I ,� j�` d "_. �ww... .INS,-,5.5.3.•4'� � 1039 SUE Quality Level B ASCE 38 02 �€F i a ; r ",., ,,�"._. y field designation of underground utilities performed by I °€ it'll" �1��a�d/� ��rrr��� � OI dd � 3 tea, `'� �.w�.._._ �., � - ��"•- �a � A�1(J5 - (DAA; Miss Utility, Ticket # Other and visible evidence in conjunction with I. °,.'. j%vCO___�i 7r ".... 3.5° r .r''' f p compiled records. a U BE CHM K , �� a �, s ra`rra•'a°'�€€€' ��;. r t \ w _ :. p. T SUE Quality Level A, ASCE 38-02 - test pits at locations shown hereon performed b (DAA; 1 ».... OlP Y o '> 6�� k /'d!IdJ'°'r1 r`{Ire' j[r°r INV.=552.07 �'=-' .' ,. l0 ilt her) in conjunction with field designation of underground utilities performed by (DAA; Miss a E:1 497 52 4 t� _w ._w�.._. I r' w ..:= i rl Ira€ ¢;d r = µ"^" y, # visible evidence €I. rr'a i r �,� i�, t r Ord #� ! r r �e �".��.=��..�..•»�;;- -.-�.�.-� � _» � �' �'' et { - » �.. F t. 3 .l �.i` .3 €' € I Y P Utility, Tick Other), vis e and compiled records. 30A PE ROa, Id(dId�EI@d�€�."M"„==''"."� a....,., INLET m € r r �''w -" X No SUE was performed or requested for this survey. No utilities are shown hereon. r f t e "..- = .._ TOP ' 570.3>0/r p y. 0 t . 'ttI fI ((tpp BASIN #8= ~» f 5. This survey was prepared for Delta Airport Consultants Inc. Draper Aden Associates m ! 1 I �',11�'aldf a#[° rI �1dlr=�i :: �:.:�*�' �.» -' INV. IN=564.40 (N) c ) Y P P P , p a assumes T �.� .- o reuse or modification d` ^.w�• 64.10 SW) n this document. r' r GRATE INLET " INV. OUT. 5 y dification of t. 9 , F i "a € dI III aI v 0 l '�:... »w �,: ..° o liability for r € I l., 1} I a'=_ 'd 'TOP-549.05 „�-"_..~::^ w �. .,..' .:w.5:�2 {t /° 6. Property lines are n. c ....--" �dlt'rFr � � �'� d I U�=544.55 1056 "~�. w�.-,.._..,. ....- .,. •,... � � r✓' i°r,� as � °i�� ",�� � "•�. ...� �. � � (E} ', »�+�.-�' 1053 ) P Y not show '� �� ,,--= mow» �'» "� -'"' ,'° r 7. Benchmarks shown hereon are based upon benchmark information ,. ) p n shown on sheet 4 of 27 of � � � .......»; � ^.".". "~� ^,:::::�w,..�_.�. „, '" f, wO plans 3 •...-• �. � N. , ��`� ..w... ns prepared b Delta A' b number 1206 t' w__ �:.. .~ ... ""..,,„M»•- ".,,,,,._ .",p p p y Airport Consultants, Inc., '0 4, titled SURFACE PARKING 1 of V t G dated Jul 2 1 0 4 d i an signed "-- d June 22 al 16. All �" ... other existing ... t n e -. Y levations ar 9 e for µme. w» reference to existing r b� stin conditions only. Do not use spot elevations finish .9 Y floor elevations A. " w _ . 5 1055 _ �.�� �_ -`�...�".. ._, -.= = `..... �,, ..,. ,,. .• w-...° �"�. ""-'--~- ,,." .--' ,.elevationson manholes elevations on survey nails surv ey hubs control points t (horizontal ww.. ...;......... w.. . �points provided) or any other Points for construction other than the provided benchmarks. NOTE. THIS EXISTING CONDITIONS PLAN IS A COMBINATION OF A SURVEY -" " " ."" "•w... ��".~� ' ^.w._ •"._._. ""--»`-.� --~" � 1054� Failure to utilize and verify the provided benchmarks could result in damages Y P mages and additional BY POTOMAC AERIAL SURVEYS IN NOVEMBER 2011 AND STORM SEWER cost that are the contractor's responsibility. .. ,.. GR SURVEY PERFORMED BY DRAPER ADEN ASSOCIATES ON JUNE 22, 2016. " ", .,, - __.." • "°° ,",_»... J� " p 7-` , " •--"""'-- - • .: - "_. ,% Storm structures are the only Items surveyed by Draper Aden Associates. 9 s 2 deeper were m using a •»F 1 I . ' �'""".•-= �. K._ " , � .. .„ ' "� ,i� ' �F Storm structure 0' and deep w measured u 'ng a 50 cloth tape with a weight attached to the end. Pipe sizes were unable to be verified and centerline depths shown are ROIL -eta jd4, approximate. E . - -- . - ter' Al lu, T WPO NO. JOB NO. Cb APRON/PARKING EXPANSION WP0201900013 17018/17019 N DRAWN BY: SHEET E A: b Dra er AdenAM LAA p PRELIMINARY -DO NOT USE EXISTING CONDITIONS FOR CONSTRUCTION DESIGNED BY: Associates � • < :INCKMJ C130-2 1030 Wilmer Avenue, Suite 100 100 Polo Parkway t;, idlothian, irginia 231 1i 3 i Richmond, VA 23227 phone: (804) 27 - 301 # w,w . I f. o i r o r 1. c o CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: NO. REVISIONS BY APP. DATE 804-264-2228 www.daa.com 1" =60' APRIL 2019 \ • ��\ •dsi . i% 1 .1• (y) F_ D 0 � 0) 3: 'R :c fL 0 cf) w I M 8 0 0 r�L V) 2� C14 0 �2 0 z 07. 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IN 1, 37 (W) 14 (SE) IN\)/ OLIT" H 595.58T J 594.20TC,\ 4�1 11 5!A 41 V 593.9*T- C1 95 > 59J.4 C 0 Z", 50\60TC 2 59 3TC N\\ 0 594,99TC -7- It 593.63T LIJ F- U) Cl) 593�TC a. ce) k 593.40 > C14 0 A & > 'N 593.40tt N-- CLIRB INLL; A kCAP =584�el INV. '�O 577, IV STORM STRUCTURE DATA STRC. NUMBER STRC. DATA EW-2PC VDOT WINCED HEADWALL 1 TOP: 560.25 INV. IN: 554.25 (2, N) VDOT MH-1 TOP: 574.00 2 INV. IN: 565.25 (3, NW) INV. OUT: 558.50 (1, S) VDOT MH-1 TOP: 583.19 3 INV. IN: 578.90 (11, NW) INV. IN: 573.75 (4, N) INV. OUT: 570.00 (2, SE) VDOT MH-1 TOP: 588.44 4 INV. IN: 581.60 (5, NW) INV. OUT: 575.65 (3, S) DI-313, L= 12' TOP: 592.15 5 INV. IN: 584.30 (6, NW) INV. OUT: 582.20 (4, SE) VDOT MH-1 TOP: 602.00 6 INV. IN: 595.00 (7, NW) INV. OUT: 593.12 (5, SE) DI-3B, L= 6' 11 TOP: 591.15 INV. OUT: 581.35 (3, SE) STORM PIPE PIPE SIZE LENGTH SLOPE MATERIAL 1-2 48" 159.87 LF 2.66% RCP 2-3 36" 158.11 LF 3.00% RCP 3-4 36" 63.64 LF 2.99% RCP 3-11 15" 30.97 LF 7.93% RCP 4-5 36" 20.69 LF 2.92% RCP 5-6 36#'-1 281.24 LF 1 3.14% RCP /— co W11 X �Ej 1NV*'QA ITL 574 92 1V 9 'N' 9 N C', 0 FF N I 592.30TC N-1 "Xle` 591) �TC c6 z 5,91.75�c CD 9 E N 592 .15 T,4� X GRAPHIC SCALE 1/ 20 10 20 0 4 1 0 N EAM LQ IX 90 4 IN, z (IN FEET) F OT FCC -UN < 1 inch 20ft. 3 0 T G�'A I 1�11WET .� i " ,"«.,.... ." ..,- «.», .......,.. -. "„.^'•: F p .°^`"'J� ✓ "n CID) N, CD MAN 4 8 N 0) 7 TMIN, OUT,, 5 00, . ......... .. . ..... .. ..... z N-, LLJ M z- 4 j 29 WPO NO. CID 0- APRON/PARKING EXPANSION 10 WP0201900013 M C� E DELTA AIRPORT DRAWN BY: CD r�L LAA Cn a Draper Aden —DO NOT USE GRADING & DRAINAGE PLAN 9 PRELIMINARY —DO IMINA R Y 'Aw .. . ..... . CD 0 .0 CONSULTAN DESIGNED BY: 00 - Associates FOR CONSTRUCTION TION ECONOMY 0 KMJ z 1030 Wilmer Avenue, Suite 100 2700 Polo Porkway # Mid1othinn,%rqinia23113 U- Richmond, VA 23227 SCALE. DATE: w phone.- (804): 275-8301 4 w w w . de I t a i r:: o r t,. c o m AIRPORT it$ H NO. REVISIONS BY APP. 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OUT: 608.30 (9, S) TRENCH DRAIN 12 TOP: 614.98 INV. OUT: 609.70 (8, N) STORM PIPE PIPE SIZE LENGTH SLOPE MATERIAL 6-7 36" 160.34 LF 2.18% RCP 8-12 24" 45.68 LF 3.50% RCP 8-9 18" 147.47 LF 1.00% RCP 8-7 36" 64.70 LF 1.00% RCP 9-10 18" 53.12 LF 1.04% RCP RUNWAY 3-21 (6,001- X 150) LANDMARK AVIATION 0f d A a co a O 0 M AX -0 rn 0 0 a m m M 0 ti 3 �!�! Og . C 3 E �co w a (5 w z� �m c� z� �o W10 to N m-0 �0 E N 6 0 z� 3:U_ X NO. 11 050 -' . DESCRIPTION AREA NO. 1 2 GRASS, GOOD CONDITION 23.72 6.22 (6%+) (CN: 61) GRASS, GOOD CONDITION 12.70 2.71 (2-6%) (CN: 61) RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 IMPERVIOUS, PAVEMENT 35.79 2.58 (CN: 98) FOREST (CN: 55) 0.89 11.10 TOTAL ACREAGE = 73.101 22.61 WEIGHTED CN VALUES = 79 62 , lk' .r ., .. ..,.. .. v r .. 'Yfi . #s' . r, � �"�.. '�•�c.,, ,. � - , a.. d . u ... ,• .,�y. .,<.... , sue.. t� .. .fir ,. � .... " ., r _. . _x.. ..o o- d .. F.. ' r n. . {t. 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I DATE DESIGN POINT #2 47D , 100 ow"I'll 0 P11 Draper Aden &TS, AssociatesCONSU " 1030 Wilmer Avenue, Suite 100 V00 Pollo Parkway # Midlothici l, Virginia 23 11 Richmond, VA 23227 804-264-2228 www.daa.com POINT OF OUTFALL ANALYSIS —� OVERLAND FLOW — — SHALLOW CONCENTRATED FLOW —� CHANNELIZED FLOW DRAINAGE AREA BOUNDARY SOIL TYPE BOUNDARY SOIL TYPE 100 0 100 200 MMMMi SCALE: 1 "=100' FEET APRON/PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/1701 DRAWN BY: SHEET PRE DEVELOPMENT LAA PRELIM/NARY—DO lV D T USE FOR CONSTRUCTION DRAINAGE MAP DESIGNED BY: KMJ C115-2 CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 100' APRIL 2019 DESCRIPTION 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B 65B PACOLET SANDY LOAM, 2 TO 7% SLOPES, GROUP B 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES, GROUP B 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B c r. SA �`» AREA NO. DESCRIPTION 1 2 — GRASS, GOOD CONDITION 18.62 6.22 (6%+) (CN: 61) GRASS, GOOD CONDITION (2-6%) (CN: 61) 11.11 2.71 RESIDENTIAL AVG. LOT SIZE: 1/3 ACRE (CN: 72) 0.00 0.00 IMPERVIOUS, PAVEMENT F—i 43.41 2.58 (CN:98) FOREST (CN: 55) 0.00 11.10 TOTAL ACREAGE = 73.14 22.61 WEIGHTED CN VALUES = 83 62 — _ A,�k�-p 1:. / ! r , :.. _. cal U A f f. 3, / v i I i � r ( f � , a 1 1 ,, o II '_ i „ I i rrM ! f e ,-Mera,/ t 9: r \ s' l I Ic w arnnrrx ... s T f / 6, r , f� r , f , s , ac 1 J e l , , 1 , .. _ _..._.—,-• __W e-..--.._.., .-.. ,_ a /..^"� .. , O n , / l 4 / r , 3 -�j Cl) , ,r , , , M \ j v. \ 1 t ' , t +-.__,._. -^-.. _ardwe ...*'+.n—.r• ._..,,._..:._ --.. ......,,_..__. _ .. j(J . �.,. i r a a cli CD , t M ® _ \\ � ,,? it ,� � '))7' I!l! . ) - o � - :. •;_._ �° � \ _® ,. _ a „ i �e � I \ \ 47 / , BASIN #8 i y� � xW c0\:._ - ._-._..,, "'-'°ter:::._ _-_.... -.- .._.. --,- .- ...,.•^"`.. 4 .... « ' _.y ill ,/ W f \ �S.,A , �:' ''\. -=-_ ..._.."---... .._...... .: _..-:<>-.. .. +'`""^vim'+.., . ._,... ,--.:._._. ....:_..-- r'' .--... -r `"`-_._•--' -- ,. _,-- � ,.� _1'_.-% I .''\ , --, ____ :_-___sue , �. --. ,,-•d.--�...... »�'."' _ _ . r ,/ CD y - \\\, . _ O �' ,.>� � •'._--'-,-._,_.:e.—. _._ -,- ,..---- _ ,._ _._ m..,.°.--:-__,may-...-'=' ,/'� 1 /! ' `\_ / / . _. - _... w \ �. . : -.- ,._.emu---"' ••->' ._,.._-./ .. ;. .».. ;:,-- .,a....v.'' , I , A / ,.a ./'.vto rP 1 -.i �`. \� ° pt'� ~c...: a_ _ - ..--- _ ...,- ,,_... �;...- _ � � i,• /,//✓ "fir r 3 >' O' 94C R�CP 65B ofhim -m o LEGEND S` POINT OF OUTFACE ANALYSIS � qF n W`�.. '.`94B vs� ,. ..rivS.� : � . z <_ �� a r.,� `*x s r,.,. a DESIGN DESCRIPTION .,. POINT #2 47C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B OVERLAND FLOW B w'� Q 47D LOUISBURG SANDY LOAM, 15 TO 25% SLOPES, GROUP B � � SHALLOW CONCENTRATED FLOW rn S J,� 54C MAYODAN LOAM, 7 TO 15% SLOPES, GROUP B —� CHANNELIZED FLOW 47D ] NCy 65B PACOLET SANDY LOAM 2 TO 7% SLOPES, GROUP B ® DRAINAGE AREA BOUNDARY 65C LOUISBURG SANDY LOAM, 7 TO 15% SLOPES, GROUP B E O SOIL TYPE BOUNDARY x 88 UDORTHENTS, LOAMY h of 65C 94B WEDOWEE SANDY LOAM, 2 TO 7% SLOPES GROUP B SOIL TYPE a"� 94C WEDOWEE SANDY LOAM, 7 TO 15% SLOPES, GROUP B 100 0 100 200 �SCALE: 1 "=100' FEET WPO NO. JOB NO. APRON/PARKING EXPANSION -o WP0201900013 17018/17019 �rTA A T ;iN DRAWN BY: SHEET E �,,,,,■'',� ULTIMATE POST AAA a a Draper Aden �uICONSUL TAPRELIMINARY—oO NOT USE DEVELOPMENT DRAINAGE - Aw FOR CONS TRUC TION MAP DESIGNED BY: Associates K M J C 116 2 1030 Wilmer Avenue, Suite 100 2700 Rob Parkway 6 Midlothion, Virginia 23,113 SCALE: DATE: LL Richmond, VA23227ha:,�r� ;, w. dep w �. CHARLOTTESVILLE ALBEMARLE AIRPORT 1" = 100' APRIL 2019 S NO. REVISIONS BY APP. DATE 804-264-2228 www.daa.com )x 0 W a 06 M 0 M O_ 9 M N O N O O n M N O N O O 2 O O T T 9 P- M N O N O O O 00 R N Y O � O W Z_ 9a 00 03a HM O� gM U) W cD Z� �Q 00 f N W� E � X W _ a 0o c� O •- a 3 W o � of F- 9 AN M E o x co N CD CD T� T z.. E Cn ff NO. REVISIONS BY I APP. I DATE Draper Aden Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www.daa.com PRELIMINARY --DO NOT USE FOR CONS TRUC TION Structure Area C t' 1 0.00 0.00 0.0 2 0.00 0.00 0.0 3 0.00 0.00 0.0 4 0.84 0.90 5.0 5 1.15 0.65 5.0 6 0.00 0.00 0.0 7 0.98 0.73 5.0 8 0.00 0.00 0.0 9 0.000 0.00 0.0 10 1.770 0.65 5.0 11 0.20 0.90 5.0 12 2.380 0.90 5.0 APRON/PARKING EXPANSION POST DEVELOPMENT SUB DRAINAGE MAP WPO NO. WP0201900013 DRAWN BY: LAA DESIGNED BY: KMJ CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE: 1 80 APRIL 2019 JOB NO. 7018/1701 SHEET C117-2 NOTE: 1. HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. NO FIELD EXCAVATION HAS BEEN PERFORMED BY THE ENGINEER. 2. TOPS ON STRUCTURES 10, 9, 8, AND THE TRENCH DRAIN MUST BE AIRCRAFT RATED. is M N O N O OP rn M N O N O O r ■ 2 Lri w 0 rn M N O N O W r- E 0 h 0 M O M O 4 h M N O N O O CD O ob O N 'a E c a a� Y uy O) O h 07 d a. m m D m rn 0 h O � N O UQ D co 00 g E .c w m Z� O zm o� �9 M10 of 09 Ma N 00 O h z� �LL a x NO. REVISIONS BY I APP. I DATE Draper Aden Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www.daa.com PRELIMINARY -DO NOT USE FOR CONS TRUC TION APRON/PARKING EXPANSION RETAINING WALL PROFILE WPO NO. WP0201900013 DRAWN BY: LAA DESIGNED BY: CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE: 1 20 APRIL 2019 JOB NO. 7018/1701 SHEET C202-2 0 h co a N 4 h N N ip c6 T 05 0 N E c a Y 0 h 3 0 cn 0 a m m cn cz h 3 7 4 Col 0 g m 3 ai w F- O Z U co w M� O M O O 1+ co N O N O O ci Z c:> PERSPECTIVE VIEW PLASTIC FENCE 3.01 SAFETY FENCE DETAIL C131-2 C 01-2NOT TO SCALE 2%4" WOOD FRAME ClrA IIf b PERSPECTIVE VIEW METAL FENCE DROP INLET WITHq GRATE 'l# ` FRAME GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS --TAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION PECIFIC APPLICATION ow- .............. I 1 MIN. DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SILT FENCE DROP INLET PROTECTION DETAIL [C131_—,,2 C 01-2NOT TO SCALE EXISTING FILTER 6" MIN. CLOTH GROUND 12' MIN.* SIDE ELEVATION 70' MIN. WASHRACK B� /-(OPTIONAL) 10' MIN VDOT 1 g COARSE I POSITIVE DRAINAGE AGGREGATE TO SEDIMENT * MUST EXTEND FULL WIDTH I TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION FILTER CLOTH 3E.0 I IVIN /A—fH C-7" w€cT€n€c T MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT --\ 10' MIN. 3" MIN. REINFORCED) SECTION B-B DRAIN SPACE CONCRETE CONSTRUCTION ENTRANCE WITH OPTIONAL WASHRACK C131-2 C 01-2NOT TO SCALE CURB INLET r v. ...... ... ..,... BLOCK GRAVEL FILTER WIRE SCREEN EDIMENT �,= �Illi ;mlilil III a ;F p �m:lill�-..: tj WIRE SCREENJ 2"x4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE f§h BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER_ C131-2 C 01-2NOT TO SCALE C131—\ 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS. 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. —2NOT TO SCALE DRIP LINE SNOW FENCE f r 00 r BOARD FENCE CORD FENCE PLASTIC FENCE CORRECT METHODS OF TREE FENCING 00 TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING r338 TREE PROTECTION —FENCING AND ARMORING C131-2 C 1-2NOT TO SCALE 18" MIN.--I/-GRAVEL (12"MIN. DEPTH)* RUNOFF WATER` WITH SEDIMENT71 F _. _.. I .._..._.... __ ..I a. ..........:::: i .I I A SEDIMENT NSmm_......_i...,:=;.�:,-F- s.....___.- . ____ WIRE MESH SPECIFIC APPLICATION FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. r3. GRAVEL AND WIRE MESH DROP INLET FILTER Cl 31 — 2. —2NOT TO SCALE TEMPORARY SEEDING Ts TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES SEPT. 1—FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI —FLOC & CEREAL (WINTER) RYE (SECALE CEREALEa FEB. 16—APR. 30 ANNUAL RYEGRASS (LOLIUM MULTI—FLORUM� MAY 1—AUG. 31 GERMAN MILLET (SETARIA ITALICA) TEMPORARY SEEDING RATE (LB./ACRE) 50-100 60-100 50-100 C131-2 C 01-2NOT TO SCALE I PERMANENT SEEDING Ps TABLE 3.32—D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA MINIMUM CARE LAWN TOTAL LBS. PER ACRE —COMMERCIAL OR RESIDENTIAL 175-200 LBS. —KENTUCKY 31 OR TURF —TYPE TALL FESCUE 95-100 LBS. —IMPROVED PERENNIAL RYEGRASS 0-5% —KENTUCKY BLUEGRASS 0-5% HIGH —MAINTENANCE LAWN 200-250 LBS. —KENTUCKY 31 OR TURF —TYPE TALL FESCUE 100% GENIERAL SLOPE (3:1 OR LESS) —KENTUCKY 31 FESCUE 128 LBS. —RED TOP GRASS 2 LBS. —SEASONAL NURSE CROP *20 LBS. 150 LBS. LOW —MAINTENANCE SLOPE (STEEPER THAN 3.1) —KENTUCKY 31 FESCUE 108 LBS. —RED TOP GRASS 2 LBS. —SEASONAL NURSE CROP *20 LBS. —CROWN VETCH **20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWN VETCH EAST OF FARMVILLE, VA. (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS USE UNHULLED SERICEA.) IF FLATPEA IS USED IN LIEU OF CROWN VETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW —MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING (PIEDMONT VIRGINIA) IC131-2 C 01-2NOT TO SCALE U.I 0 r. m 0 0 T OI r TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1 , - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. PIPE OUTLET CONDITIONS L a 0% SLOPE SECTION A -A ``-FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER A E OUTLET TO FLAT AREA H NO DEFINED CHANNEL �- A 7 d A 3do(MIN.) PIPE OUTLET TO WELL DEFINED CHANN L a 0% SLOPE _.ti .. d Y SECTION A -A -FILTER CLOTH KEY IN 6"-9"; RECOMMENDED NOTES: FOR ENTIRE PERIMETER 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 3.18 TYPICAL OUTLET PROTECTION DETAIL C132-2 0CO2-2NOT TO SCALE TOP = 550.00 VDOT DI-7 WITH TYPE III GRATE EXISTING 18" RCP PIPE 2"0 WATER QUALITY ORIFICE INVERT 544.57 1 SCHEMATIC BASIN 8 RISER DETAIL C133 2 C 2-2NIOT TO SCALE 0 T , .. x � (P OM g� 00 3� a .. � 3 w� zT Un CD LU MCl O E ox N RO W_ 0 T z.. �U. x NO. REVISIONS BY I APP. I DATE DIMENSIONS MIN. X so" 5" 72" 1 6" 84" 1 7" 96" 8" FINISHED GRADE ELEVATION STEP OPTIONAL DEPENDING ON STEP SPACING N STRUCTURE ±¢ '. " 4 2" OLVL) --'- x L D ( R)REIN- .4 IN FLAT SLAB ACCORRAN� WITH ASTM A615. R-2 , LIFT HOL STEPS (AS REQUIRED) ■ SET N LINE 12" TO 16" C-C. n Ivl TAPER REDUCER R-3 .:.: , fT ORIGINAL GROUND SURFACE VDOT #1 COARSE 2 0' AGGREGATE 0 67 C.Y (MIN.) '' ` ': SEE PLAN ..�'�, •�..,,,ti,��? DRY STORAGE/ACRE f:•.rFt, EXCAVATED AREA '%F ,. j' CLASS I RIPRAP FILTER FABRIC 67 C.Y SEE PLAN WET STORAGE/ACRE CROSS SECTION VDOT #1 COARSE AGGREGATE S�_'aLAN DIVERSION DIKE COMPACTED SOIL FLOW _ X , X �X�\X/ fir \ CLASS I RIPRAP / FILTER FABRIC SEDIMENT TRAP OUTLET TEMPORARY SEDIMENT TRAP IC131_-2 C 02-2NOT TO SCALE R-1,2,3 WEEP (U EQHOLIES) STEPS (AS REQUIRED) Z SET IN LINE 12" TO 15" C-C. I RISER R-1 ALTERNATE JOINT DETAIL NOTES: 1. SEE' GENERALLIN. OR TEMMIH LRES,�DITII ADDITIONAL SFEO MATON ON WEEP HOLES, STEP REQUIREMENTS, 2. ALL REDUCER AND RISER UNITS ARE TO BE N ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. g� 4. WHERE Y C �S �PROVVEO By THE ENNWREER THE CONTRACTOOR DSHALL LF DUI�HMOSH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. 6. FOR STEP DETAILS SEE STANDARD ST-1. 6. DIMENSIONS SHOWN ARE MNIWM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 7, "D" IS NOMINAL DIAMETER. e. WHEN USING R-2 FLAT SLAB HEIGHT OF STRUCTURE FROM THE SLAB tP TO THE FINISHED GRADE ELEVATION 1'3 LIMITED TO A MAXIMUM OF 25'. 9. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS. OR BUTYL RUBBER. 105 STANDARD PRECAST REDUCER AND RISER UNITS 302 VI RGINIA DEPARTMENT OF TRANSPORTATION Draper Aden 40 Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www.daa.com 1VMT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 103.10 EW-2PC DETAIL A PLAN SHAPE TO BE BEVELED WITH MORTAR SHAPE TO BE BEVELED WITH MORTAR �-- 4.5' M I N . - TEMPORARY DIVERSION DIKE C131-2 C 02-2NOT TO SCALE NOTES L CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 15-. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS). API' 2 PER SIDE " MAX. SPACING 30 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY OVEN POINT BETWEEN THE PIPE AND THE PRECASTUNIT. 5. DIMENSIONS SHOWN ARE MAIM UM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. CO ETE INSERTS S. IN N O CASE SHALL TOP OF ENDWALL PROTRUDE ABOVE FILL 6 �" LAO BOLTS SLOM DITCH SLOPE, OR 'SHOULDER. 7. HEADWALL TO BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. 8. BEVEL EDGE AS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 9. HEADIWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 10. "CHAMFER MAY BE PROVIDED ON ALL EDGES AT ACTIIRER�S OPTM- DETAIL B D H w L O b 11 +1 SLOPE 231 SLOPE 42" 5'-e" W-3- W-71/ „ 81_811 01-4YIel 0,-3w 46" W-0" 6'-ID" 7-6" 91-10" 0'-5" 01-4" 54" 61_8111 7,_5„ NP-411h„ ill-O„ 0'-'04„ O,-,%„ 6o" 7'-0" 6'-0- 9'-3" 12'-1h" 0'-6%4" W-5" 66" 71-7" 5'-81/1" 10'-1%" 13'-31ft" O'-7" W-51 z" 72" 8'-2" 9'-3%=" 11'-0„ 14,_91/2„ 0,_7" 0,_51 " 78" 8'-�/t" 9'-10" 1P-10" 15'-7" 0,-7" 0'-5V=" 84" 9'-3" 10'-4- 12'-BA" 16'-9" a-7" 0'-5yi" 90" W-11" 11'-?' 13'-7" 1T-11" 0'-7" 0'-$I%=" 1R6" 10'-7" 11'-8" 14'-6" W-1" 0'-7" 0'- " 0� .6EACH FACE SEE DETAIL A *4 BARS 8 6" C-C EACH WAY, EACH FACE I f _t_ Z/ U,-) I n! 11 1 I_ I I I I I I 1 1,11 r#.TJ1V.,:1A7 - 1 L I •� ." SEE DETAIL 8 TO�BTA9EN S�ECTI�OND.S ENDWALL � CONCRETE INSERTSB FRONT ELEVATION Y4" SECTION A -A ROAD �IDGE STANDARDS PRECAST ENDWALL FOR PIPE CULVERTS REFERENCE SHEET 1 of 1 REVISION DATE 4211 - 96" CIRCULAR PIPE 105 1011,06 VIRGNIA DEPARTMENT OF TRANSPORTATION 302 APRON/PARKING EXPANSION WPO NO. WP0201900013 EROSION & SEDIMENT DRAWN BY: LAA PRELIMINARY -DO NOT USE CONTROL & DRAINAGE DESIGNED BY: FOR CONSTRUCTION DETAILS KMJ CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: NONE APRIL 2019 JOB NO. 7018/1701 SHEET C502-2 �I I 0 w 4 n M cq 0 CD Cl co m D m rn 0 n r; ICD ofn w ry <t c� w w z 0 0 I 8" , 2'-0„ x A X Q ooa Z x N �p MANHOLE STEPS TO:: BE SET IN LINE AND CAST IN PLACE ---------------- 4a •' 511 -------------------- 4 RUBBER PLUG TO SLOPE BENCH � BE INSTALLED IN 2" PER FOOT LIFT HOLES AND_0 MORTARED 171 Q 7 GROUT00 .� • oA 4 4" COMPACTED 3 STONE (MIN .-� A 5" 4'-0" 5" 5'-6" (MAX.) NOTES: 1. MANHOLE TO MEET CURRENT REQUIREMENTS OF ASTM C-478. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 3. ALL REINFORCING STEEL TO MEET CURRENT REQUIREMENTS OF ASTM A-615. 4. TAPERED JOINT WITH O—RING GASKET TO MEET CURRENT REQUIREMENTS OF ASTM C-361 & C-443. 5. COLD APPLIED JOINT SEALER (SAHOM-98) SHALL BE USED IN ADDITION TO THE JOINT SPECIFIED. 6. FLEXIBLE JOINT (KOR—N—SEAL OR EQUAL) REQUIRED ON ALL PIPE CONNECTIONS TO MANHOLES. VOIDS SHALL BE FILLED FLUSH WITH INSIDE FACE OF MANHOLE WITH NON —SHRINK GROUT. PRECAST CONCRETE MANHOLE 21 C503— 2NOT TO SCALE TOPSOIL OR PAVEMENT (SEE PLANS) DETECTABLE WARNING TAPE COMPACTED GENERAL FILL* *IN PAVEMENT AREAS, BACKFILL TRENCH WITH VDOT #21 A OR #21 B FOR DEEP EXCAVATIONS, TRENCH MAY BE WIDENED ABOVE THIS POINT. PER OSHA STANDARDS NOT LESS THAN 12" NOR MORE THAN 24" (TYP.) •o CAREFULLY COMPACTED VDOT #21 A OR #21 B AGGREGATE BEDDING FINAL BACKFILL EXTEND STONE UP TO THIS POINT. INITIAL BACKFILL (SEE NOTE 1) HAUNCHING MIN. BEDDING ANY OVER EXCAVATION SHALL BE REPLACED WITH BEDDING MATERIAL & COMPACTED TO VDOT #25 OR #26 AGGREGATE NOTES: 95% STANDARD PROCTOR BEDDING MATERIAL 1. INITIAL BACKFILL SHALL BE VDOT #21A OR #21B FOR PLASTIC PIPE AND CONCRETE PIPE IN PAVEMENT AREAS. COMPACTED GENERAL FILL IS SUITABLE FOR CONCRETE PIPE IN NON —PAVEMENT AREAS. 2. ALL BACKFILL AND BEDDING MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE 4" (MIN.) WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. 3. ALL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO AT LEAST 95% STANDARD PROCTOR, UNLESS OTHERWISE NOTED. WORK IN AND TAMP THE HAUNCHING MATERIAL IN THE AREA BETWEEN THE BEDDING AND UNDERSIDE OF PIPE. 4. DO NOT PERMIT COMPACTION EQUIPMENT TO CONTACT PIPE. REMOVE ANY DAMAGED PIPE SECTIONS BEFORE PROCEEDING. 5. INSTALL DETECTABLE WARNING TAPE 12" BELOW GRASS AND LANDSCAPE AREAS AND 6" BELOW PAVEMENTS AND HARDSCAPE AREAS, 2 STORM SEWER TRENCH BEDDING DETAIL 13 —2 C5 3-2 NOT TO SCALE EXPANSION GRATE — JOINT, TYP. AIRCRAFT RATED Ix 4 6" 4. 4 VARIES 4» 4" 4,000 PSI CONCRETE 6" DROP PIPE PIPE HEADER (SEE ° PLANS FOR SIZE) SUBGRADE COMPACTED TO 95% 3 TRENCH DRAIN 50 —2 C1 5-2 NOT TO SCALE STORM RAX PEAK ROOF STRUCTURE (STANDARD SIZES) DIMENSIONS IN INCHES TO THE NEAREST 1/8" HOST STRUCTURE INSIDE DIMENSIONS LENGTH (B) WALL THICKNESS (REQUIRED) WIDTH (A) *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* HECODE C 11 016 16 20738 ^_4V& UNEAMILA" vwP run conisreuc�av PnoDucrs mc. 9025 CENTRE POINTE DRIVE, SUITE 400 WEST CHESTER, OHIO 45069 PH: 1.800.338.1122 FAX: 513.645.7399 © COPYRIGHT V PEAK ROOF (PR) - - - - - - - - -_-----_ ------_- WIDTH (A) LENGTH (B) HEIGHT (C) CUSTOMER: PROJECT: DATE: DRAWN BY: APP'D BY: (DETAIL: STATE MINIMUM STANDARDS FOR EROSION CONTROL GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS 9VAC25-840. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED 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. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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. ES-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. ES-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. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-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. MINIMUM STANDARDS A VESCP MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: $ MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS S ' WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER w THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. a MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS r RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. o MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT w OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. o MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN o' ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE d LAND DISTURBANCE TAKES PLACE. R N MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, o DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 3 MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. 91 A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS ti LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM Uj DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED n BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL a. BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR 4 STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS M SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO N EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 0 MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. N MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS; CONTAINED E WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN a STRUCTURE. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 0 MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM o WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT'. U) a.a. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL m AND RECEIVING CHANNEL. D m MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA 3 TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN ti FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER 4 9 MATERIALS. 0 MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN E TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING _t b C� CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. on } a g o MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN a� w w F- z REVISIONS BY I APP. I DATE OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. 'STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHIALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (2)(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (2)(C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. .M0000- Draper Aden Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www,daa.com HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44,15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION OR ARE EXEMPT PURSUANT TO SUBDIVISION C 7 OF § 62.1-44.15: 34 OF THE ACT. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. STATUTORY AUTHORITY 62.1-44.15:52 OF THE CODE OF VIRGINIA. 1 ff F2 11 0,1;T111 0 114412 1 APRON/PARKING EXPANSION WPO NO. WP0201900013 DRAWN BY: EROSION & SEDIMENT LAA PRELIMINARY -DO NOT USE CONTROL NOTES DESIGNED BY: FOR CONS TRUC TiON K M J CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: I DATE: NONE APRIL 2019 JOB NO. 7018/1701 SHEET C801-2 EROSION L NOTES M 0 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992, 3RD EDITION. ALL DEVICES REFERRED TO IN THESE PLANS CAN BE FOUND IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN 7 DAYS OF REACHING FINAL GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED WITHIN 7 DAYS. AS UPSTREAM AREAS ARE STABILIZED, DOWNSTREAM TEMPORARY DEVICES ARE TO BE REMOVED. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND INSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF CONSTRUCTION THE COUNTY DETERMINES THAT THEY ARE REQUIRED. 5. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAYS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 8. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED WITHIN SEVEN DAYS AFTER BACKFILL. NO MORE THAN FIVE HUNDRED FEET ARE TO BE OPEN AT ONE TIME. 9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. 10. ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIFTEEN DAYS AFTER BACKFILL. 11. DURING CONSTRUCTION, ALL STORM SEWER INLETS WILL BE PROTECTED BY SALT TRAPS, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 12. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON BY NOVEMBER FIRST, IS TO BE SEEDED ON THAT DATE WITH OATS, ABRUZZI, RYE, OR EQUIVALENT AND MULCHED WITH HAY OR STRAW MULCH. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. 13. THE CONTRACTOR IS RESPONSIBLE FOR APPOINTING DESIGNATED "RESPONSIBLE LAND DISTURBER" (RLD) WHO SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL 3 EROSION CONTROL MEASURES. THE RLD SHALL BE CERTIFIED IN VIRGINIA. 0 0 q 4 a 0 Cn m D co 0 T 14. 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. 15. A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL SCHEDULE THE MEETING WITH THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR ASSIGNED TO THE PROJECT. 16. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICIES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840. EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THE SCOPE OF THIS PROJECT AT CHARLOTTESVILLE-ALBEMARLE AIRPORT CONSISTS OF THE CONSTRUCTION OF A NEW PARKING LOT, SIDEWALK, AND CONCRETE APRON, AS WELL AS REPLACING THE CONTROL STRUCTURE OF EXISTING DETENTION POND (BASIN #8). THE TOTAL LIMITS OF DISTURBANCE IS 5.72 ACRES. EXISTING CONDITIONS THE EXISTING SITE CONTAINS AN EXISTING PARKING LOT, A DETENTION POND, AND GRASS AREAS. SLOPES VARY FROM 2% IN THE PARKING LOT TO 33% AROUND THE EXISTING DETENTION POND. ADJACENT PROPERTIES ROUTE 29 IS LOCATED EAST OF THE AIRPORT. ROUTE 606 IS LOCATED SOUTH OF* THE AIRPORT. AREAS TO THE EAST AND SOUTH OF THE SITE ARE PREDOMINATELY ZONED RURAL AREAS OR LIGHT INDUSTRIAL. OFFSITE AREAS THERE ARE NO OFFSITE AREAS PROPOSED TO BE DISTURBED; HOWEVER SHOULD THERE BE ANY OFFSITE STOCKPILES, THE CONTRACTOR SHALL HAVE A SUPPLEMENTARY E&S PLAN SUBMITTED AND APPROVED PRIOR TO ANY LAND -DISTURBING ACTIVITIES. SOILS SEE SOIL DIVIDES ON SHEET C131-2 - PHASE 1 EROSION & SEDIMENT CONTROL PLAN. THE PROJECT AREA INCLUDES (PER NRCS): 47C LOUISBURG SANDY LOAM, 7 TO 15 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 47D LOUISBURG SANDY LOAM. 15 TO 25 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 65B PACOLET SANDY LOAM. 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 88 UDORTHENTS, LOAMY 94B WEDOWEE SANDY LOAM, 2 TO 7 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B 94C WEDOWEE SANDY LOAM. 7 TO 15 PERCENT SLOPES HYDROLOGIC SOIL GROUP - B CRITICAL EROSION AREAS CARE MUST BE TAKEN TO PREVENT SEDIMENT BEING TRACKED ONTO ADJACENT PAVEMENT AND PUBLIC ROADS AS WELL AS DOWNSTREAM STREAMS AND WETLANDS. THERE ARE STEEP SLOPES STOCKPILING NO STOCKPILE IS PROPOSED. STRUCTURAL PRACTICES VESCH STD. & SPEC. NUMBER SAFETY FENCE #3.01 CONSTRUCTION ENTRANCE #3.02 SILT FENCE #3.05 INLET PROTECTION #3.07 TEMPORARY DIVERSION DIKE #3.09 SEDIMENT TRAP #3.13 OUTLET PROTECTION #3.18 TREE PRESERVATION & PROTECTION #3.38 TEMPORARY SEEDING #3.31 PERMANENT SEEDING #3.32 MULCHING #3.35 MANAGEMENT STRATEGIES 1. PILE SOIL ON HIGH SIDE OF TRENCH. NO MORE THAN 300 LF OF OPEN TRENCH AT ANY GIVEN TIME. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. INSTALL ALL MEASURES PRIOR TO DISTURBANCE. 4. STABILIZE SITE DURING AND AT THE CONCLUSION OF CONSTRUCTION PER VESCH STDS. 5. AFTER ALL AREAS HAVE BEEN STABILIZED, AND ONLY WITH THE APPROVAL OF THE COUNTY OF ALBEMARLE EROSION CONTROL INSPECTOR, REMOVE ALL REMAINING EROSION CONTROL DEVICES. 6. PERMANENT STABILIZATION WILL BE PROVIDED THROUGH PERMANENT SEEDING, PER SPECIFICATIONS. PERMANENT STABILIZATION PERMANENT STABILIZATION WILL BE PROVIDED THROUGH PERMANENT SEEDING SPECIFICATIONS. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. CONSTRUCTION ENTRANCE WASH RACK SHALL BE CHECKED FOR ACCUMULATED SEDIMENT AND SEDIMENT SHALL BE REMOVED AS REQUIRED. 2. SILT FENCE SHALL BE CHECKED FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN IT HAS ACCUMULATED TO APPROXIMATELY ONE HALF THE SILT FENCE HEIGHT. 3. INLET PROTECTION SHALL BE CHECKED FOR CLOGGING. REMOVE SEDIMENT AS REQUIRED. 4. TREE PROTECTION SHALL BE CHECKED FOR DISPLACED POSTS OR FENCING AND REPAIRED AS REQUIRED. EROSION CONTROL SEQUENCE OF CONSTRUCTION PHASE I 1. CONTACT THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR 48 HOURS PRIOR TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE CERTIFIED RESPONSIBLE LAND DISTURBER (RLD) MUST ATTEND THE MEETING. DO NOT BEGIN LAND DISTURBANCE WITHOUT INSPECTOR'S APPROVAL. 2. INSTALL PERIMETER EROSION CONTROL DEVICES LOCATED WITHIN THE LIMITS OF DISTURBANCE. 3. PERFORM CLEARING AND GRUBBING AND DEMOLITION AS INDICATED. 4. ADJUST ALL EROSION CONTROL DEVICES AS NECESSARY IN ORDER TO MAINTAIN PROPER FUNCTION. PHASE 2 5. CONSTRUCT PROPOSED PARKING LOTS. 6. THE RETAINING WALL WILL BE CONSTRUCTED IN THREE SECTIONS TO ALLOW FOR PROPER OUTFALL AND FUNCTION OF THE SEDIMENT TRAP. THE REMAINING THIRD SECTION CAN ONLY BE BUILT ONCE THE SURROUNDING AREA HAS BEEN STABILIZED WITH THE GRAVEL BASE COURSE LAYER. INLET PROTECTION MUST REMAIN ON THE EXISTING GRATE INLET. 7. STABILIZE SITE DURING AND AT THE CONCLUSION OF CONSTRUCTION PER VESCH STDS. 8. AFTER ALL UPSLOPE AREAS HAVE BEEN STABILIZED, AND ONLY WITH THE APPROVAL OF THE ALBEMARLE COUNTY EROSION CONTROL INSPECTOR, REMOVE ALL REMAINING EROSION CONTROL DEVICES. STORM WATER MANAGEMENT THIS PROJECT DISTURBS MORE THAN ONE ACRE AND WILL THEREFORE REQUIRE A VSMP PERMIT. QUALITY COMPLIANCE THE PROJECT PROVIDES QUALITY COMPLIANCE THROUGH PURCHASE OF NUTRIENT CREDITS FROM A NUTRIENT CREDIT BANK. QUANTITY COMPLIANCE THE PROJECT PROVIDES QUANTITY COMPLIANCE THROUGH A NEW MODIFIED OUTLET STRUCTURE FOR BASIN #8. CHANNEL PROTECTION CHANNEL PROTECTION WILL BE MET THROUGH ENERGY BALANCE. FLOOD PROTECTION THE PROJECT AREA DOES EXPERIENCE LOCALIZED FLOODING. FLOOD PROTECTION WILL BE MET BY DETAINING THE 10-YEAR 24-HOUR PEAK FLOW FROM THE POST -DEVELOPED CONDITION TO LESS THAN THE PRE -DEVELOPED CONDITION BY A NEW MODIFIED OUTLET STRUCTURE. '` APRON/PARKING EXPANSION wP0 WP0201900013 1 B No. 018/17019 NTA AIRPORT E DRAWN BY: SHEET DEL Draper Aden EROSION & SEDIMENT LAA � � PRELIMIN/� R Y-DD NOT USE Associates y3 a FOR CONSTRUCTION CONTROL NOTES KMJ C802-2 DESIGNED BY: 0 1030 Wilmer Avenue, Suite 100 700 Polo P rkwo Midioth on,� Virginia"' 1' 1 U_ Richmond, VA 23227 SCALE: DATE: x NO. REVISIONS BY APP. DATE 804-264-2228 www.daa.com 5' o rCHARLOTTESVILLE ALBEMARLE AIRPORT NONE APRIL 2019 .L TYPE "3" 25'-0"t CONCRETE GENERAL NOTES +0 2 1. CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301), ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318), AND ACI "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES" (ACI 350), LATEST EDITIONS, EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. 2. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL, FORM WORK, MIXING, HANDLING, PLACING, FINISHING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI-315) AND ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI-318). 3. CONCRETE SHALL BE IN CONFORMANCE WITH ASTM C94. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS 3000 PSI SLAB -ON -GRADE 4000 PSI ALL OTHER CONCRETE 4000 PSI 4. MAXIMUM WATER -TO -CEMENT RATIO SHALL BE 0.60 WITH MAXIMUM SLUMP OF 4 INCHES. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 1" AND ALL AGGREGATES SHALL CONFORM TO ASTM C33. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED. AIR CONTENT SHALL BE BETWEEN 5 AND 7 PERCENT BY VOLUME. 5. ALL REINFORCING STEEL SHALL BE IN CONFORMANCE WITH ASTM A615 (S1), NEW BILLET STEEL DEFORMED BARS, GRADE 60. UNLESS NOTED OTHERWISE, ALL REINFORCING BAR SPLICES SHALL BE ACI CLASS B TENSION LAP SPLICES. 6. CAST SIX CYLINDERS FOR EACH 100 CU. YDS., OR FRACTION THEREOF, OF EACH CONCRETE CLASS PLACED IN ANY ONE DAY. TWO TESTED AT 7 DAYS, TWO TESTED AT 28 DAYS, AND TWO RETAINED IN RESERVE FOR POSSIBLE TESTS UNTIL 60 DAYS AFTER CASTING. SEND REPORTS TO OWNER, CONTRACTOR, AND STRUCTURAL ENGINEER. z 7. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT NEAREST THE DESCRIBED SURFACE, UNLESS a NOTED OTHERWISE: 9 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: LU # 6 OR LARGER BARS: 2 INCHES # 5 OR SMALLER BARS: 1Y2 INCHES 8. DOWELS SHALL MATCH SIZE AND SPACING OF THE REINFORCING WITH WHICH THEY LAP UNLESS OTHERWISE SHOWN. m 9. MECHANICAL SPLICES ARE PERMITTED AND SHALL MEET THE REQUIREMENTS OF ACI 318. co g 10. TACK WELDING OF REINFORCING AND ANCHOR BOLTS IS NOT PERMITTED. REINFORCING AND ANCHOR BOLTS SHALL BE 53 TIED. 0 11. ALL 180' AND 90' STANDARD HOOK BENDING RADII, DEVELOPMENT LENGTHS AND HOOK EXTENSIONS SHALL BE IN g ACCORDANCE WITH ACI 318. 3z 12. �o � o V) z of a�i o p C� N Cl) �o z66 � NO. PROVIDE -3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS NOTED OTHERWISE. REVISIONS BY I APP. I DATE OF � t JASON A. JURY MY No. 050026 ANAL . Draper Aden Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www.daa,com UILO 1� 2+00 WALL TYPE "3"\ `� f�'E- WALL-TY 37 -6 f 37 -6 t FOUNDATION PLAN N SCALE: 1 " = 20' FOUNDATION GENERAL NOTES A GEOTECHNICAL ENGINEERING EVALUATION AND REPORT FOR THE PROPOSES APRON EXTENSION AND RETAINING WALL LOCATED AT THE CHARLOTTESVILLE - ALBEMARLE AIRPORT WAS PREPARED BY S&ME. THE RECOMMENDATIONS OF THIS REPORT SHALL BE IMPLEMENTED ON THIS PROJECT UNLESS NOTED OTHERWISE. 1. FOOTING SIZES AND ELEVATIONS SHOWN ARE BASED ON AN ASSUMED ALLOWABLE SAFE SOIL BEARING CAPACITY OF 3000 PSF. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURALLY COMPACTED FILL OF AT LEAST THIS WORKING SAFE CAPACITY. IF SOIL OF THIS QUALITY IS NOT FOUND AT THE ELEVATIONS INDICATED, THE FOOTING MAY NEED TO BE LOWERED OR ENLARGED, UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 2. RETAINING WALL DESIGN BASED ON AN ASSUMED BACKFILL SOIL MOIST UNIT WEIGHT OF 130 PCF WITH AN ASSUMED FRICTION ANGLE OF 33% 3. WHERE FOOTING ELEVATION IS NOT NOTED OR DETAILED, TOP OF FOOTING SHALL BE 1'-4" BELOW FINISHED GRADE. 4. ALL RETAINING WALL BACKFILL SHALL BE MATERIAL WITH LESS THAN 35% PASSING THE #200 SIEVE AND A PLASTICITY INDEX OF S 5. 5. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER, AND APPROVED FOR FOOTINGS, PRIOR TO PLACING CONCRETE. ALL FOUNDATIONS SHALL BE CONCRETED PROMPTLY FOLLOWING INSPECTION. 6. THE DISTANCE BETWEEN HORIZONTAL STEPS IN WALL FOOTINGS SHALL BE AT LEAST TWO TIMES THE CHANGE IN ELEVATION. 7. CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING CONSTRUCTION TO DIRECT WATER AWAY FROM FOUNDATION CONSTRUCTION AREAS. ANY SUB -GRADE SOILS WEAKENED BY THROUGH SATURATION OR DISTURBANCE SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL. REFERENCE PROJECT GEOTECHNICAL REPORT FOR STRUCTURAL FILL MATERIAL AND COMPACTION REQUIREMENTS. 8. CONTRACTOR SHALL COORDINATE EXTERIOR SITE WORK, INCLUDING STEPS, WALKS, WALLS AND FINISHED GRADES, WITH FOUNDATION WORK. 1 ABBREVIATIONS CIP - CAST IN PLACE CJ - CONSTRUCTION OR CONTROL JOINT CL - CENTERLINE CNTR'D - CENTERED CONT. - CONTINUOUS E.W. - EACH WAY FF - FINISH FLOOR ELEVATION EOS - EDGE OF SLAB FOM - FACE OF MASONRY JBE - JOIST BEARING ELEVATION PAF - POWDER ACTUATED FASTENER PEJ - PREFORMED EXPANSION JOINT PEMB - PRE-ENGINEERED METAL BUILDING TOF - TOP OF FOOTING SJ - SAWCUT JOINT U.N.O. - UNLESS NOTED OTHERWISE LEGEND WELDED WIRE FABRIC STEEL CONCRETE ° EARTH PRELIMINARY --DO NOT USE FOR CONSTRUCTION 3 FOUNDATION PLAN GENERAL NOTES 1. CONTRACTOR TO COORDINATE ALL DIMENSIONS, ELEVATIONS, AND SLOPES, WITH EXISTING CONDITIONS AND CIVIL SITE PLANS PRIOR TO CONSTRUCTION, TYPICAL. 2. PLAN SHOWN FOR REFERENCE ONLY. SEE CIVIL PLANS FOR WALL LOCATIONS AND TOP OF WALL ELEVATIONS. SEE S201 FOR WALL SECTIONS. 3. SEE THIS SHEET FOR STRUCTURAL SPECIFICATIONS AND GENERAL NOTES. SEE SHEET S200 FOR TYPICAL FOUNDATION DETAILS, SECTIONS, AND ADDITIONAL INFORMATION. 4. FOR TOP OF FOOTING ELEVATIONS SEE PLAN. 5. EXTERIOR CURBS, SIDEWALKS, ETC. NOT SHOWN FOR CLARITY. REFER TO CIVIL DRAWINGS FOR EXTENTS AND REQUIREMENTS. 6. TOP OF GRADE ELEVATIONS ARE GIVEN FOR REFERENCE ONLY. COORDINATE ELEVATIONS WITH CIVIL DRAWINGS. 7. WALL CONTROL JOINTS AND EXPANSION JOINTS ARE NOT SHOWN BUT ARE REQUIRED. SEE JOINT DETAILS ON S200 FOR ADDITIONAL INFORMATION. FOUNDATION PLAN KEYNOTES APPROXIMATE LOCATION WHERE WALL TYPE CHANGES. 0- COORDINATE LOCATION WITH FINIAL GRADES. SEE S200 FOR MAXIMUM WALL HEIGHTS. EXISTING 24" STORM SEWER PIPE. ESTIMATED PIPE INVERT ELEVATION AT NEW RETAINING WALL = 595't. PIPE TO BE CAST INTO WALL STEM, SEE S200. VERIFY PIPE ELEVATION PRIOR TO FOOTING EXCAVATION AND REPORT ANY CONFLICTS WITH NEW FOOTING TO ENGINEER. X'-X DENOTES SUGGESTED FOOTING STEP LOCATION AND S X'-X ELEVATION, SEE TYPICAL DETAIL ON SHEET S200 CONTRACTOR SHALL COORDINATE STEP LOCATIONS AND ELEVATIONS WITH FINISH GRADE. TOP OF FOOTING SHALL BE 1'-4" (MINIMUM) BELOW FINISH GRADE, U.N.O. APRON/PARKING EXPANSION RETAINING WALL FOUNDATION PLAN WPO NO. WP0201900013 DRAWN BY: JAJ DESIGNED BY: JAJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: I DATE: AS NOTED APRIL 2019 JOB NO. 7018/1701 SHEET S100-2 i9 N �v W Q WALL DRAINAGE NOTE: PROVIDE CONTINUOUS 8" 0 PERFORATED COLLECTOR PIPE BEHIND ALL CANTILEVER WALLS. WRAP PERFORATED PIPE WITH VDOT NO. 57 STONE AND GEOTEXTILE FABRIC. PROVIDE 1 "0 PVC WEEPS SPACED AT 8'-0" O.C. (MAX.) THROUGH WALL, TYPICAL. VARIES , _ SEE GRADING PLAN SLOPE FRONT OF WALL AS SHOWN. MASONRY VENEER, PROVIDE 1 112" DOVETAIL SLOTS FOR VENEER 3/16" ANCHOR ATTACHMENT. --� 0 FINISH GRADE, SEE GRADING PLANS. #6 BARS 0 9" O.C. W/ 90 HOOK 0 FACE OF TOE. 2 to ( #5 HORZ. 0 12" O.C.—N #5 VERT. 0 12" O.C. MINIMUM 4'-0" LAP SPLICE. FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. SEE S200 FOR PIPE SLEEVE DETAIL. FINISH GRADE, SEE GRADING PLANS. #6 VERT. A 0 9" O.C. CLR. a EMBED DOWEL 3"' CLR. FROM I/#8 DOWEL 0 9" O.C. BOTTOM OF FOOTING W/ STD. ACI 90' HOOK. SEE WALL d° DRAINAGE NOTE. " z . o d' Lo Uj #5 BARS o 0 18" O.C. Z a° n , n d 4 —4 71'74" B.F.G._ -\—\ i • h d A d a A 4 #6 BARS 0 A Q< A.' 4, a d d 12" O.C. 'd. a did d d a 3" CLR. J y. 6 #5 BARS I 0 18" O.C. a 4", 2r—O" 8'-4" RETAINING WALL DETAIL < 101 RETAINED SCALE: 1/2" = 1'-0" VIVALL TYPE "1" REVISIONS BY I APP. I DATE JASON A. JURY Lic. No. 050026 jo NAL 1'-6" VARIES SEE GRADING PLAN < �i� j\/�j�fi SLOPE FRONT OF WALL AS SHOWN. ii iiy // � MASONRY VENEER, PROVIDE I12„ �DOVETAIL SLOTS FOR VENEER • .y ANCHOR ATTACHMENT. 3/16" A . a a = 2�" CLR .� ° 1h" CLR. 0 w #5 HORZ. 0 12" O.C. #5 VERT as `' FINISH GRADE, SEE GRADING PLANS. #6 BARS 0 9" O.C. W/ 90' HOOK 0 FACE OF TOE. 0_=.._1'-4" B.F.G. #6 BARS 0 12" O.C.-{ 0 12" O.C. R o I c-4 MINIMUM 4'-0" LAP SPLICE. ° d A z a IA Draper Aden Associates 1030 Wilmer Avenue, Suite 100 Richmond, VA 23227 804-264-2228 www.daa.com FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. SEE S200 FOR PIPE SLEEVE DETAIL. FINISH GRADE, SEE GRADING PLANS. #6 VERT. 0 9" O.C. #8 DOWEL 0 9" O.C. EMBED DOWEL 3" CLR. FROM BOTTOM OF FOOTING KEY. _ VARIES _ _ i SEE GRADING PLAN it IIA SLOPE FRONT OF WALL AS SHOWN. J y. 2" MASONRY VENEER, PROVIDE 3/16" df d` A DOVETAIL SLOTS FOR VENEER A. ANCHOR ATTACHMENT. a 2J - CLR A 0 w w #5 HORZ. At nA. SEE WALL DRAINAGE NOTE. g FINISH GRADE, SEE GRADING PLANS.- R J #7 BARS ........................_ 0 9" .... _..._.._..._......__ O.C. W/ W 90' HOOK 0 FACE OF TOE. -#5 BARS o 0 18" O.C. Z \\� 1 �..-. _.._.--'- .... ' A , a , A d' d4 .. y a 'Ay d R ' . . �' dd' � •e d � e 'd .° I d d N a a a - A ' 'd. � y d d a 3" CLR. 4 ' A #5 BARS 0 18" O.C. R 2'-90' 1 R M a A 4 Yd. A N A A 2f-0" 10'-0" RETAINING WALL DETAIL < 121 RETAINED SCALE: 1/2" = 1'-0" WALL TYPE "2" po.4 #6 BARS 0 12" O.C. FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. SEE S200 FOR PIPE SLEEVE DETAIL. FINISH GRADE, SEE GRADING PLANS. #6 VERT. 0 9" O.C. " CLR. a 0 12 O.C. #5 VERT. d 0 12" O.C. Aa. LO #8 DOWEL 0 9" O.C. EMBED DOWEL 3" CLR. FROM MINIMUM 4'-0" BOTTOM OF FOOTING KEY. LAP SPLICE. d SEE WALL DRAINAGE NOTE. 171 z z ad R FINISH GRADE, SEE GRADING PLANS.- A LO � w \,`7 \ d y o /\/j\/j�\ #5 BARS o #7 BARS 0 6" O.C. W/ 0 18" O.C. 0 90' HOOK 0 FACE OF TOE. \\ \\ \\ z �. � Y 1 4 B.F.G. a Ay d A Aa .d d' d d a a 9 : dd. a d .4 A < R #6 BARS 0 d A a` d 9 y d a a A d �. A 4 `° 12" O.C. a. d: 'a . A. a d ;� . A N d. a °d . A' dy A ..d d 6 A A. d 3" CLR. 91 3'-90 a ° < ° ,a #6 BARS 0 18" O.C. R R A d a M sA I d a a N a' e4 A 2'—V" 13'-0" RETAINING WALL DETAIL < 151 RETAINED SCALE: 1/2" = 1'-0" WALL TYPE 'T PRELIMINARY -DO NOT USE FOR CONS TRUC TION FENCE POST, SEE SITE DRAWINGS FOR ADDITIONAL INFORMATION. 1'-6" SEE S200 FOR PIPE SLEEVE DETAIL. FINISH GRADE, SEE GRADING PLANS. VARIES _ SEE GRADING PLAN 0. , SLOPE FRONT OF WALL AS SHOWN. ' N\Z/ j\j/i/�/j\`%�j�j\�j \i \\i�\ \\i\S0, \ 3 16" MASONRY VENEER, PROVIDE DOVETAIL SLOTS FOR VENEER °< ANCHOR ATTACHMENT. #7 VERT. 4 a e y A 0 12" O.C. 2Y" CLR , ,' 1Y2" CLR. x w #5 HORZ. d z 0 12" O.C. #5 VERT. d FULL ACI CLASS B LAP SPLICE. 0 12" O.C. a Aa ' 0 00 4' a #9 DOWEL 0 6" O.C. EMBED DOWEL 3" CLR. FROM MINIMUM 5'-0" BOTTOM OF FOOTING KEY. LAP SPLICE. M d Z SEE WALL DRAINAGE NOTE. 4° o co z � � 0 o R o A #5 BARS 0 12" O.C. A .d'�LIJ d ; A. ea 4 dA e A. d d a A u, C A .ad a Ad a A 4 a d A a R d y � 'd A d .. iXi A •, a d A d d d A. d a a. n 4 d y s ,m a A A y. ...d a. * .$ 'A41 d Aa Q� 4'-9n d*, d�. 3" CLR. #6 BARS 0 12" O.C. R ° O A A'a A A a A. d ° 2'-0" 16'-0" RETAINING WALL DETAIL < 181 RETAINED SCALE: 1/2" = 1'-0" WALL TYPE "4" APRON PARKING EXPANSION WPO NO. JOB NO. WP0201900013 17018/17019 DRAWN BY: SHEET JAJ RETAINING WALL SECTIONS DESIGNED BY: JAJ CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: AS NOTED APRIL 2019 S201-2 1 GENERAL ELECTRICAL NOTES LECTRICAL LEGEND I REVISIONS BY I APP. I DATE GENERAL UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS INCLUDING CIVIL, STRUCTURAL, ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL COORDINATE AND ADJUST ACCORDINGLY AS DIRECTED BY THE ENGINEER. AS -BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS SHALL REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT. TEST ALL WIRING FOR CONTINUITY AND GROUNDS BEFORE CONNECTING ANY FIXTURES OR DEVICES. PERFORM INSULATION RESISTANCE TESTS ON ALL WIRING #10 OR LARGER TO INSURE THAT ALL PORTIONS ARE FREE FROM SHORT-CIRCUITS AND GROUNDS. INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL REQUIRED INSPECTION CERTIFICATES TO THE OWNER, GROUNDING: PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC FOR THE ENTIRE ELECTRICAL SYSTEM INCLUDING EQUIPMENT FRAMES CONDUITS, SWITCHES, CONTROLLERS, WIRE -WAYS, NEUTRAL CONDUCTORS, AND OTHER EQUIPMENT. PROVIDE A GROUNDING CONDUCTOR IN ALL POWER CONDUITS. LABELS: PROVIDE LABELS FOR ALL SWITCHBOARDS, SWITCHBOARD BREAKERS, PANELBOARDS, CABINETS, SAFETY SWITCHES, MOTOR -DISCONNECT SWITCHES, AND MOTOR CONTROLLERS. LABELS SHALL BE MACHINE ENGRAVED, LAMINATED PLASTIC, PERMANENTLY ATTACHED WITH SELF -TAPPING SCREWS OR RIVETS. DO NOT USE SELF-ADHESIVE LABELS. LABEL SHALL INDICATE EQUIPMENT DESIGNATION AND ASSOCIATED PANEL AND CIRCUIT THAT SERVES IT. J-80X LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS WITHIN. WIRING DEVICES: LABEL ALL WIRING DEVICES WITH PANELBOARD AND CIRCUIT DESIGNATION PERMANENTLY ATTACHED WITH BLACK TYPED DESIGNATION ON CLEAR TAPE. PANEL DIRECTORY- PROVIDE UPDATED TYPEWRITTEN PANELBOARD DIRECTORY CARD IN EACH PANELBOARD WITH CIRCUIT LOAD INFORMATION AND ROOM NUMBER AND/OR LOCATION CLEARLY IDENTIFIED. USE ACTUAL ROOM NUMBERS IN THE BUILDING, NOT THE ROOM NUMBERS SHOWN ON THE CONTRACT DRAWINGS, AS THEY ARE OFTEN DIFFERENT. AM:,:1 I ra�cHkrar AcflXTRICAL FW1WR6 CONDUCTORS AND MATCHING LUGS: IN SITUATIONS WHERE CONDUCTOR SIZES AND/OR QUANTITIES OF PARALLEL SETS HAVE BEEN INCREASED DUE TO VOLTAGE DROP OR FOR OTHER REASONS, CONTRACTOR SHALL PROVIDE THE APPROPRIATE LUG SIZES/QUANTITIES WITHIN THE EQUIPMENT CONNECTED (SWITCHBOARD, PANELBOARD, DISCONNECT SWITCH, TRANSFER SWITCH ETC.) TO PERMIT SATISFACTORY CONNECTION OF THE INDICATED CONDUCTORS. WHERE SUFFICIENT LUG SIZES AND/OR QUANTITIES CANNOT BE PROVIDED TO ACCOMMODATE THE CONDUCTORS INDICATED, THEN PROVIDE REDUCING ADAPTERS, PIN TERMINALS, OR A JUNCTION BOX TO SPLICE LARGER CONDUCTORS TO APPROPRIATELY SIZED SMALLER CONDUCTORS TO FIT INTO THE LUGS PROVIDED. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NEC. CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS SHOWING WIRING DIAGRAMS, ROUGH -IN AND HOOK UP DETAILS FROM OTHER INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE CONNECTED ELECTRICALLY, WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF ELECTRICAL EQUIPMENT WITH MECHANICAL DUCTWORK, PIPING ETC. AND ASSURE WORKING CLEARANCE REQUIRED BY NEC WILL BE MET. SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED AROUND ELECTRICAL EQUIPMENT AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF EQUIPMENT PROVIDED AND INSTALLED BY OTHER TRADES. UGHTING ARRANGEMENT: ARRANGE LIGHTING FIXTURES IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING PLANS FOR INTERIOR LIGHTING AND AS INDICATED ON THE ELECTRICAL SITE LIGHTING PLAN. LIGHTING COORDINATION: COORDINATE BUILDING INTERIOR LIGHTING FIXTURES WITH GRILLES, DIFFUSERS, SPRINKLER HEADS, AND ACCESS PANELS, ETC. PROVIDE FIXTURE MOUNTING BRACKETS, ACCESSORIES, PLASTER FRAMES, ETC., SUITABLE FOR THE CEILING TYPES INDICATED ON THE ARCHITECTURAL PLANS. COORDINATE SITE LIGHTING POLE LOCATIONS WITH EXISTING AND NEW UNDERGROUND SITE UTILITIES, RETAINING WALLS, MANHOLES, HANDHOLES, AND STRUCTURAL SYSTEMS. UGHTING CONTROL TESTING: UPON COMPLETION OF THE INSTALLATION OF ALL LIGHTING SYSTEMS AND CONTROL DEVICES, CONTRACTOR SHALL CONFIRM PROPER OPERATION OF ALL LIGHTING CONTROLS, AND DEMONSTRATE PROPER OPERATION TO THE OWNER AND/OR ENGINEER. MATERIAL COORDINATION: VERIFY CEILING AND WALL CONSTRUCTION AND MATERIAL PRIOR TO ORDERING LIGHT FIXTURES OR OTHER DEVICES TO INSURE PROPER FIXTURE OR DEVICE IS FURNISHED TO MATCH CONSTRUCTION. MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE WIRING DEVICE UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS OF LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURE UNLESS OTHERWISE NOTED. BARRIERS: WHERE A MULTIPLE -GANG BOX HAS CIRCUITS OF DIFFERENT VOLTAGES OR SYSTEMS WHICH ARE REQUIRED TO BE SEPARATED, PROVIDE THE CODE -REQUIRED SEPARATION USING A FULL HEIGHT AND DEPTH BARRIER PLATE. CLM UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES, LIGHTING FIXTURES, LAMPS AND LENSES, AND REMOVE ALL PAINT SPATTERS FROM DEVICES, FIXTURES AND PLATES. REPLACE ALL INOPERATIVE (LAMPS. DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway # Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. delta i r p o r t. c o m UGHTING •O AREA SITE LIGHTING FIXTURE A LIGHTING FIXTURE TYPE SYMBOL. SEE LIGHTING FIXTURE DETAILS. Fc-1 LIGHTING CONTACTOR El TIME CLOCK 0 PHOTOCELL, 150OW, 120V SPST, MOUNT ON ROOF, AIM NORTH POWER ly SAFETY SWITCH, 60A-3 , FU @ 30A, 3R SWITCH RATING NUMBER OF POLES FUSE RATING (NF INDICATES NON FUSED) NEMA ENCLOSURE IF OTHER THAN NEMA 1- ® = ELECTRICAL PANELBOARD m DRY -TYPE TRANSFORMER PAD MOUNTED TRANSFORMER INDICATES FRONT ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO AND PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12 PHASE CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING CONDUCTOR IN 1/2 1) CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS AS REQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS, PROVIDE NEUTRAL CONDUCTOR TO ALL WALL SWITCH OUTLET BOXES WHETHER REQUIRED OR NOT. PROVIDE ADDITIONAL "SWITCH LEG" CONDUCTORS TO PROVIDE THE LIGHT FIXTURE CONTROL INDICATED. MULTIPLE SINGLE PHASE CONDUCTORS MAY BE GROUPED TOGETHER IN A COMMON CONDUIT IN ACCORDANCE WITH THE NEC AND AT THE CONTRACTOR'S DISCRETION. GROUNDING CONDUCTORS MAY BE SHARED AS ALLOWED BY THE NEC. NEUTRAL CONDUCTORS ;SHALL NOT BE SHARED. MULTI -POLE BREAKERS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEC WHERE MULTI -WIRE BRANCH CIRCUITS ARE REQUIRED. CONDUIT LARGER THAN 1/2" AND CONDUCTORS LARGER THAN #12 SHALL BE AS INDICATED. FP _B1 PULL BOX DIRECT BURIED, TOP FLUSH WITH GRADE, QUAZITE #PC1118BG18, 11' "0 8" WITH "ELECTRIC"' OR "COMM" IN TOP AS APPLICABLE GENERAL DETAIL OR SECTION NOTATION • ENUMERATION: A = DETAIL, 1 = SECTION SHEET WHERE SECTION I'S SHOWN SHEET WHERE SECTION I`.S CUT 0 0 NEW WORK NOTE SYMBOL DEMOLITION NOTE SYMBOL 1 HOUR FIRE RATED WALL 2 HOUR FIRE RATED WALL SMOKE PARTITION ENERGY CODE COMPLIANCE PATH- E3 nsHwAE so., ■ VECC CHAPTER 4 -PRESCRIPTIVE 0 VECC CHAPTER 4 -PERFORMANCE A AMPERE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY BFG BELOW FINISHED GRADE C CONDUIT CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CKT CIRCUIT CB CIRCUIT BREAKER EC EMPTY CONDUIT ECB ENCLOSED CIRCUIT BREAKER EQUIP EQUIPMENT ETR EXISTING TO REMAIN EXIST EXISTING FLA FULL LOAD AMPS GFI GROUND FAULT INTERRUPTER GND GROUND KAIC THOUSAND AMPERE INTERRUPTING CAPACITY KVA KILO -VOLT-AMPERES KW KILO -WATTS LPW LUMENS PER WATT LTG LIGHTING MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MFR MANUFACTURER MLO MAIN LUGS ONLY MTD MOUNTED NEC NATIONAL ELECTRICAL CODE NF NON -FUSED NIC NOT IN CONTRACT NTS NOT TO SCALE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED, OWNER INSTALLED P POLE PL PROPERTY LINE PNL PANEL PNLBD PANELBOARD 0 PHASE PRI PRIMARY REQ'D REQUIRED TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT W WATTS/WIRE WG WIRE GUARD APRON/PARKING EXPANSION I WPO NO. WP0201900013 ELECTRICAL NOTES, DRAWN BY: CMD PREFOR COIVSTROUCT/ON NO T SE LEGEND & ABBREVIATIONS DESIGNED BY: � CMD rCwHAFRLOTTESVILLE ALBEMARLE AIRPORT I SCALE: DATE: NONE APRIL 2019 JOB NO. 17018/17019 SHEET El 01 m3 NO. LIGHTING FIXTURE SCHEDULE TAG SYMBOL LOCATION MANUFACTURER CATALOG NUMBER LAMPS VOLTS 0 HEADS LUMENS PER HEAD LIGHT LOSS FACTOR WATTS PER HEAD Q LONG TERM PARKING LOT HUBBELL LIGHTING CL1—AD-60L—U-4K-3—BL 60 LEDs — 4000K — 120/277 1 1 14,977 1.0 135 & ECONOMY LOT CIMARRON CL1 SERIES 70CRI © !{� LONG TERM PARKING LOT HUBBELL LIGHTING CL1—AD-90L—U-4K-4—BL 90 LEDs — 4000K — 120/277 1 1 22,286 1.0 205 CIMARRON CL1 SERIES 70CRI LONG TERM PARKING LOT HUBBELL LIGHTING CL1—AD-90L—U-4K-5W—BL 90 LEDs — 4000K — 120/277 1 1 21,899 1.0 205 CIMARRON CL1 SERIES 70CRI © l�7 LONG TERM PARKING LOT HUBBELL LIGHTING CL1-90L—AD—U-4K-4-105—BL--BC 90 LEDs — 4000K — 120/277 1 1 15,127 1.0 325 CIMARRON CL1 SERIES 70CRI OD APRON LIGHTING AREA GARDCO PFF— 1 84L-700—NW—G 1 —SF— 184 LEDs — 4000K — 480 1 3 65,000 1.0 633 AIRP-480—BK 70CRI NOTES: 1. LUMINAIRE TYPES 'A', 'B', "B1" AND 'C', LOCATED IN LONG TERM PARKING LOT AND ECONOMY PARKING LOT, UTILIZATION VOLTAGE SHALL BE COORDINATED WITH EXISTING PARKING LOT LIGHTING POWER SOURCE VOLTAGE. LUMINAIRES LOCATED IN LONG TERM LOT PLAN WEST OF MATCH LINE SHALL BE CONNECTED TO EXISTING 120/208—VOLT SYSTEM. LUMINAIRES IN LONG TERM PARKING LOT PLAN EAST OF MATCH LINE SHALL BE CONNECTED TO EXISTING 277—VOLT SYSTEM. REFER TO NEW WORK LIGHTING PLANS. REVISIONS BY I APP. I DATE A�'GF4ANtl`„4L �CFCtkfCAY. ENC;IMF�it$ t'V'VY. �'li��+� 1V+.atlV�'f:�f�77tif�Z.G'Z9ArT DELTA AIRPORT CONSULTANTS,INC. 2700 Polo Parkway ' Midlothian, Virginia 23113 phone: (804) 275-8301 * w w w. d e l t a i r p o r t. c o m NOTES THIS SHEET 1❑ REFER TO LIGHTING FIXTURE SCHDEULE AND STATISTICS TABLE ON THIS SHEEP FOR FOOTCANDLE VALUES FOR EACH LIGHTING ZONE. 2❑ TYPICAL LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES. LIGHTING PHOTOMETRICS STATISTICS TABLE LOCATION AVERAGE FC MAX FC MIN FC MAX/MIN FC AVE/MIN FC LONG TERM PARKING LOT 4.1 13.1 0.6 21.8:1 6.8:1 ECONOMY LOT 4.7 13 0.7 18.6:1 6.7:1 APRON LIGHTING AREA #1 6.3 27.7 0.0 N/A N/A APRON LIGHTING AREA #2 0.00 0.10 0.00 N/A N/A GRAPHIC SCALE ' 0' 30' 1 " = 30'-0" APRON/PARKING EXPANSION WPO NO. WP0201900013 SITE PLAN - PHOTOMETRICS -1 DRAWN BY: CMD PRELIMINARY- DO NOT USE DESIGNED BY PART A : FOR CONSTRUCT/ON CMD CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: ill- 30 APRIL 2019 60' 90' JOB NO. 17018/17019 SHEET El 02m3l NOTES THIS SHEET 0 �1 REFER TO SHEET E004 FOR LIGHTING FIXTURE SCHEDULE AND PHOTOMETRIC STATISTICS TABLE FOR LONG TERM PARKING LOT. ❑2 TYPICAL LIGHTING NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED 0.5 FOOTCANDLES. 1 +8.7 +8.2 +8.8 +9.3 +10.6 M +10.2 +8.8 +8.2 +7.4 +7.0 16.9 +5.5 +4.8 +4 ■ ■ +2.8 +2.5 +2.5 +2.5 +2.8 +3.0 +3.0 +2.8 +2.4 +2.3 +2.2 +2.5 +2.7 +2. +2.9 +2.4 +2.5 +2.4 +2.8 : +3.0 N +3.0 +2.8 +2.3 +2.4 +2.1 +2.5 +2.6 +2. +2.6 +2.5 +2.5 +2.4 +2.5 ■ � +2.6 +2.6 +2.4 +2.3 +2.3 +2.2 +2.1 +2.3 +2. +12.7 +9.0 +6.4 +7.1 +7.9 +7.6 +7.8 +6.8 +5.6 +5.1 IZ ■ ■T 1 f � 2 .., y � ,. M ■ r I ! t GRAPHIC SCALE SITE PLAN - PHOTOMETRICS - PART B SCALE: 1 " = 30'-0" 30' 15' 0' 30' 60' 90' ill = 30'-0" REVISIONS BY I APP. I DATE W�srt�r. rcc v rr rnr .com DELTA AIRPORT CONSULTANTS, INC.1 2700 Polo Parkway 4 Midlothian, Virginia 23113 phone: (804) 275-8301 4 w w w. delta i r p o r t. c o m APRON/PARKING EXPANSION WPO NO. WP0201900013 SITE PLAN - PHOTOMETRICS - DRAWN BY: CMD PRELIMINARY - DO NOT USE DESIGNED BY: FOR CONSTRUCTION PART B �MD CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: I DATE: 1 = 30 APRIL 2019 JOB NO. 17018/17019 SHEET El 03m3l NOTES THIS SHEET I11[4a Q1 REFER TO LIGHTING FIXTURE SCHEDULE ON SHEEP E004. REFER TO STATISTICS TABLE ON THIS SHEET FOR FOOTCANDLE VALUES FOR EACH LIGHTING ZONE. O2 CENTERLINE OF PROPOSED AIR CARRIER APRON PARKING SPACES FOR (4) AIRCRAFT. �3 PROPOSED NEW RETAINING WALL, REFER TO CIVIL DRAWINGS FOR DIMENSION AND EXACT LOCATION. ❑4 PROPOSED LOCATIONS OF NEW APRON LIGHT POLES, WITH THREE LUMINAIRES PER POLE. �5 PROPOSED NEW APRON LUMINAIRES MOUNTED ON NEW POLES WITH NEW TRIPLE MOUNTING BRACKET. AIM LUMINAIRES TOWARDS AIR CARRIER TO MINIMIZE SHADOWS, MAXIMIZE ILLUMINATION AT CRITICAL LOCATIONS. INSTALLATION TO COMPLY WITH IES RP-37-15 RECOMMENDATIONS. PROPOSED APRON AREA TO BE ADDED APRON - PHOTOMETRICS �Z scare. r' = ao._a. GRAPHIC SCALE REVISIONS BY 1 APP. 1 DATE DELTA AIRPORT CONSULTANTS, 2700 Polo Parkway s Midlothian, Virginia 23113 phone: (804) 275-8301 # w w w. d e l t a i r p o r t. c o m ' 15' 0' 1" = 30'-0" 0 APRON/PARKING EXPANSION I WPO NO. WP0201900013 DRAWN BY: APRON PHOTOMETRICS CMo PREL/M/NARY - DO NOT USE FOR CONSTRUCTION DESIGNED BY: CMD CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 30' APRIL 2019 JOB NO. 17018/17019 SHEET El 05m3 W n N �* D N ' ' * i- 6 . - ' . I M :1) I :D N , * , �_ — v- — " *4 R CM3 1:: 0 � 0) 0 �:l � 0 r, I cr) 04 0 04 0 co ad 0 Z 0 9 %a �5 0 rl� M N 0 N 0 co I - —0 W c 0 = 9 j .2 2 z .0 _j = I . co E-L v CD c� 04 9 1 1� cb E - 04 ,2 ­9 :) E :) 8 >_ 59 g0 r� I ­111-11111 ___[ I -,I I I - I , � ,� / " � 11 I , , I : � I F­11 i I'll- --- ­­11111— . ,, , " , � " - - I I I / " ­1111111— I , , / I � I , - . i , / � I/ "" �' I / , I I 'I ..... . � ..... I t� / z/ / " / I / / 11 I I �,_ � / 1.111, .. ....... 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O n a 3 H z O a 0 w Y U a n S 0 0 Y U O J m 2 it O F- W O m i- 0 a rn 0 n 0 n M O M O O r M N O N O O I O Cb O N N J O a E o$ g d� 3� w3 (n N zo 114 gI aQo z'x U. REVISIONS BY I APP. I DATE ANHOLD ASSOCIATES LANDSCAPE ARCHITECTURE 8311 Rockfish Gap Turnpike Greenwood, Virginia 22943 ANHOLDLA.COM 434-882-3420 DELTA AIRPORT CONSULTANTS. INC. 2700 Polo Parkway # Midloithian, Virginia 23113 phone: (804) 275-8301 4 w w w. d e I t a i r p o r t. co m APRON/PARKING EXPANSION WPO NO. WP0201900013 DRAWN BY: PRE /M/NARY - DO NO USE LANDSCAPE PLAN FOR CONSTRUCT/ON DESIGNED BY: EA EA/DA CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1 = 30 APRIL 2019 JOB NO. 17018/17019 SHEET NO. Ll 024 vi 0 N r r z 0 a 0 w U a O Y U O J m 0 U) 0 m 1= 0 O r b fM CM 0 0 ri fM N 0 0 0 O 0 0 M O N N O 0 V 0 M N JP a O8 ti �3 Uo cn N g00 00 NIO N 0 N _2 CI E J 0 o P' Zm Q O ca .. r z.. �W o I NO. REVISIONS BY 1 APP. I DATE ANHOLD ASSOCIATES (LANDSCAPE ARCHITECTURE 8311 Rockfish Gap Turnpike Greenwood, Virginia 22943 ANHOLDLA.COM 434-882-3420 LANDSCAPE CALCULATIONS AND NOTES 1) PARKING AREA TREES: INTERIOR TREES REQUIRED = 88 PARKING SPACES / 10 = 9 INTERIOR TREES PROVIDED = 10 PERIMETER TREES REQUIRED = 705 LF / 40' = 18 PERIMETER TREES PROVIDED = 18 2) PARKING AREA LANDSCAPING: AREA REQUIRED = 25,183 SF PAVEMENT X 5% = 1,260 SF AREA PROVIDED = 1,280 SF 3) TREE CANOPY: SITE CANOPY REQUIRED = 25,183 SF PAVEMENT X 10% = 2,518 SF SITE CANOPY PROVIDED = 5,575 SF (NEW PARKING AREA TREES ONLY) 4) ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLAN. 5) IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS. 6) PARKING ISLAND PLANTING NOTE: FOR ALL EXISTING AND NEW ISLANDS NOTED ON THE LANDSCAPE PLANS, EXCAVATE 2-FT. DEPTH OF COMPACTED OR UNSATISFACTORY SOIL AND REPLACE WITH 2 FT. DEPTH OF APPROVED TOPSOIL. WORK SHALL NOT NEGATIVELY AFFECT, IN ANY WAY, EXISTING AND PROPOSED CURBS AND SITE LIGHTS. CIVIL AND LIGHTING ENGINEERS SHALL INSPECT AND APPROVE ALL WORK. 7) TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. TREE PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER. 8) CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO PREPARE THE PLANTING AREA. 9) ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE-GROUNID HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. 10. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND OWNER WRITEN APPROVAL PRIOR TO INSTALLATION. 11) SEE CIVIL PLANS FOR LIMITS OF GRASS SEEDING & LAWN CONSTRUCTION. 12) THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITIES` AND HAVE ALL PUBLIC AND PRIVATE UTILITIES MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. 07 - LANDSCAPE CALCULATIONS AND NOTES SCALE: NTS SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED OR AREA. LAYOUT VARIES, SEE PLAN SLOPE PLANTING SHOVEL CUT "V" EDGE. OR AS BED FOR POSITIVE SPECIFIED ON THE PLANS. DRAINAGE \ PVMT GROU N D COVER AND/OR PERENNIAL PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. 03 - GROUNDCOVER PLANTING DETAIL SCALE: NTS SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH IMMEDIATELY AFTER PLANTING AND WATER --� THOROUGHLY. FINISH GRADE MULCHAFTER PLANTING AND WATER THOROUGHLY SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE 3" WATERING PLANTING PIT. SEE BERM SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, FINISHED GRADE AND PLANTING SOIL AMENDMENTS. :1 X B4Lk O MIN., • W Q REMOVE BURLAP FROM TOP 113 OF ROOTBALL NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. 04 - SHRUB PLANTING DETAIL SCALE: NTS SET TRUNK PLUMB. SEE 4 PLANS FOR EXACT LAYOUT I AND SPACING. TREE TIES, SEE SPECS. THREE 2" SQ. OAK STAKES SET 120 DEGREES APART FINISHED GRADE APPLY HARDWOOD MULCH AFTER PLANTING AND WAT THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT ROMTS, PLANTING SOIL, & PLANTING SOIL AMENDMENTS. — REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL 05 - TREE PLANTING DETAIL SCALE: NTS WIDTH AS NOTED 5 TIMES ROOT BALL DIAMETER �� ". I 0 ':f %•' "�q �) I' {3 '-,r. �Ib li �fr I. '£N �b 63tl C� ."Jdl 5..• F "i . I?a%Y3 y�II. Kh :: :.••.9. ` -� 8 J :bb tl i.., 'r ��4 N. 13i' f •.' 9I , ; e 9 .�. N'' �� 3 "l,N"' ...5 .31a1 11� t �� `4'i.I 6 i 4: Y' ^. F I.➢ rr'� •1 '07, dFt .13;" I tworm fo A • ,9A 2. �'xi i P �.'. 1. d �� ": .4 JI .. -:k lx; i�b i. e � Rfa6 a :*.� A •IC N b 'f?a: � 1 :: Ii 4 ',y ,..139• { �."Ji i �tl • D',: 13 b ..I 3 � 7 F' fr "t3£•;' 'il X k�l: i �.1v IX " Y F IA`i . ` 3 Ft:`: tl is FL . :1. I:13�' X.a N � ) �. k F<� R ",.�I '.r •. ltY .�'J' r4 .1 �. .I RIB '& Fe '• na. l '" 7 7 ��; 4'.,ii :tu :F �i. 5'i. ➢C.�Y, i tl,••. ••1. 1�.'1 fang �d. i8. L£'£• 9:• � e ^J � ` re. �Y,. ,, i-.e?:.i iM Aee f�� 'f..1?1 �5= ■ �R �� � 'I: a.; 8 =' 4:�3., ;1 � fa. 't:. E9r c;' AB ' :.;.tY➢ 5 r YI � ;1 r : r.' 6:Rd , "fi'(� �� �..l b.. ��k. ,3 �" ..i I ":.\i "r �l'i&.'a9 3: � } I 3 d,, d .e`.. _3xx3 :£ :I.➢.i li="`$E6b'. xYdl Jr ...ti. <.x..., � 1..... i, .. . us GAI 31 Irk)° at � �; w m. � ° y� , CONTRACT PLMCHAMR SIGNATMM MATE) W pop ICI 01 - CONSERVATION PLAN CHECKLIST SCALE: NTS j EXISTING TREE ►` TO REMAIN LIQUIDAMBAR STYRACIFLUA x SWEETGUM x ULMAS PARVIFOLIA "ALLEE" LACEBARK ELM 02 - LANDSCAPE SYMBOLS KEY SCALE: NTS ACER RUBRUM ` RED MAPLE JUNIPERUS VIRGINIANA x CANAERTII RED CEDAR EVERGREEN SHRUB 0 AS NOTED O DECIDUOUS SHRUB AS NOTED PARKING EXPANSION SCHEDULE ROOT] SPACING/ SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES TREES AR ACER RUBRUM "RED SUNSET' RED SUNSET MAPLE 16 2.5"-3" CAL. B&B AS SHOWN JVC JUNIPERUS VIRGINIANA "CANAERIfII" CANAERTIIVIRGINIA CEDAR 41 6' HGT. B&B AS SHOWN LS LIQUIDAMBAR STYLACIFLUA"'ROTUNDIILOBA" FRUITLESS SWEETGUM 12 2.5"-Y CAL. B&B AS SHOWN UP ULMUS PARVIFOLIA "ALLEE" ALLEE LACEBARK ELM 17 2.5"-Y CAL. B&B MATCHED SHRUBS & GROUNDCOVERS _.. _ _._.... AA ARONIA ARBUTIFOLIA "BRILLANTISSIMA" ..., -. BRILLIANT CHOKEBERRY 45 2.5'-3' HGT #7 CONT AS SHOWN IV ( [TEA VIRGINIANA "HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 99 2' HGT #3 CONT Y AS SHOWN PL PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHIP LAUREL 178 2.5'-3' HGT #7 CONT ; AS SHOWN FG FOTHERGILLA GARDENI("MT AIRY' _ MT. AIRY FOTHE RGIL LA 1 2.5'-3' HGT #7 CONT _. AS SHOWN VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 24 5' HGT B&B AS SHOWN APRON EXPANSION SCHEDULE ROOT] SPACINGI SYMBOL SCIENTIFIC NAME COMMON NAME _ NO. SIZE CONT. NOTES SHRUBS & GROUNDCOVERS PL PRUNUS LAUROCERASUS "SCHIPKAENSIS" SCHIP LAUREL 10 2.5'-3' HGT #7 CONT AS SHOWN VP VIBURNUM PRAGENSE PRAGUE VIBURNUM 43 5' HGT B&B AS SHOWN 06 - PLANTING SCHEDULES SCALE: NTS TA AIRPORT CONSULTANTS, INC. 2700 Polo Parkway s Midlothian, Virginia 23113 phone: (804) 275-8301 s w wv w. cle I t a i r p o r t. co m LIMITS OF PLANTING BED AND MULCH APRON/PARKING EXPANSION wPo No. WP0201900013 DRAWN BY: PRE /M//VARY - 00 NOT USE LANDSCAPE PLAN EA DESIGNED BY: FOR CONSTRUCTION EA/DA CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: AS NOTED APRIL 2019 JOB NO. 17018/17019 SHEET NO. Ll 034