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HomeMy WebLinkAboutSDP201800084 Plan - Approved Letter of Revision 1 2021-06-02W 0 g 3 a 0 U o� 0 rl- z 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, URU. 98-A(1), 8-b-9b; UKU. Ub-ldS I), 11-�L-uts) (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 A C THIS SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING 449150101:10 7 INSPECTIONS INSPECTIONS ,.. DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 1 ADD PHASE 3 NO. REVISIONS PJW RSY 1 3/30/20 BY APP. DATE CHARLOTTESVILLE, VIRGINIA DELTA PROJECT NO. 17019 CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 www.deItaairport.com N CHARLOTTESVILLE- ALBEMARLE AIRPORT 743 743)— (643 606 SCALE: 1" = 2000' 29 649 SHEET TITLE NO. G001-1 COVER SHEET C101-1 GENERAL LAYOUT, CRITICAL SLOPES, & PROJECT NOTES C102-1 AIRPORT PROPERTY MAP C103-1 PROJECT LAYOUT & PARKING SUMMARY C107-1 PHASE 2 BORROW & WASTE SITE PLAN C108-1 PHASE 1 DEMOLITION, MILLING, REPAIR LAYOUT C109-1 PHASE 2 DEMOLITION, MILLING, REPAIR LAYOUT C110-1 PHASE 1 GEOMETRIC LAYOUT C111-1 PHASE 2 GEOMETRIC LAYOUT C112-1 PHASE 3 DEMOLITION PLAN C113-1 PHASE 3 GEOMETRIC LAYOUT C114-1 PHASE 3 GRADING & DRAINAGE C130-2 EXISTING CONDITIONS C131-2 PHASE 1 AND 2 - INITIAL EROSION & SEDIMENT CONTROL PLAN C132-2 PHASE 1 AND 2 - FINAL EROSION & SEDIMENT CONTROL PLAN C133-2 GRADING & DRAINAGE PLAN C134-2 PHASE 1 - GRADING & DRAINAGE PLAN - ECONOMY LOT C135-2 PHASE 2 - GRADING & DRAINAGE PLAN - CONCRETE APRON C115-2 PRE DEVELOPMENT DRAINAGE MAP C116-2 ULTIMATE POST DEVELOPMENT DRAINAGE MAP C117-2 POST DEVELOPMENT SUB DRAINAGE MAP C201-2 STORM SEWER PROFILE C202-2 RETAINING WALL PROFILE C501-2 EROSION & SEDIMENT CONTROL DETAILS C502-2 EROSION & SEDIMENT CONTROL & DRAINAGE DETAILS C503-2 DRAINAGE DETAILS C801-2 EROSION & SEDIMENT CONTROL NOTES C802-2 EROSION & SEDIMENT CONTROL NOTES S100-2 PHASE 2 RETAINING WALL FOUNDATION PLAN S200-2 PHASE 2 RETAINING WALL DETAILS S201-2 PHASE 2 RETAINING WALL SECTIONS E101-3 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS ALTH 0p " ° r�C, o TRA J.AUNDERS Y LIC. NcZ031974 all !QND SHEET NO. SUFFIX COMPANY NAME -1 DELTA AIRPORT CONSULTANTS, INC. -2 DRAPER ADEN ASSOCIATES -3 PACE COLLABORATIVE -4 ANHOLD ASSOCIATES ISHEENO T I TITLE I �0 =20��� E102-3 PHASE 2 - SITE PLAN - PHOTOMETRICS - PART A E103-3 PHASE 3 - SITE PLAN - PHOTOMETRICS - PART B E104-3 PHASE 1 - ECONOMY LOT PLAN - PHOTOMETRICS E105-3 PHASE 2 - APRON - PHOTOMETRICS E501-3 ELECTRICAL DETAILS L101-4 LANDSCAPE PLAN L102-4 LANDSCAPE PLAN L103-4 LANDSCAPE PLAN APRON/PARKING EXPANSION • �\�. J_ 2 U�;�oSn Submittal Type Reviewed and Approved by the Comma ity Develowent en rtment t Date 11_ 'L �—_ File#_ D 0 Sign: WPO NO. WP0201900013 DRAWN BY: DESIGNED BY: PJW W. CHARLOTTESVILLE ALBEMARLE AIRPORT I SCALE: I DATE: AS SHOWN JULY 2019 JOB NO. 17018/17019 SHEET G001 ml W F- 0 3 z W 0 b z Q J NIA Ftf, }r': e _ �$ f '' .d +'"J p✓ f , r,. f f .„ m SF '".."'g 3Y .. v v 'a" / '.✓' % Y r [�'''j ` f: Y..' s ✓/� �� V✓ v '-2] '-r , ``�. � --its%'' ♦ �tiJ ✓,. s z ` .c„ � r A , ,.' 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RSA CHO H EXPAN[S�11R u PIA�SE 3 -FALL 2COH0 RSA - RSA - - HAUL ROAD Q G I oCl�o F CARRIER APRON - - - - - - - - - PHASE 2_FACC�6C „ u:aoFA ` '` TW A-n�r�� HA { s ESCORTED RPZ -Nw I BY AIRPORT STAFF j SA A kU4 1' a� � RPZ -.'"�: ♦ n , �; .j L � 1 � � i - __' +� _ ", �•-...__"._^--...,„,,,_ ° u�' _ ` LANDMARK Aflu _ II R - �T 1 s 4 T T T " _ �l / ♦ i i _� ,' "PZ z, `- 7wiT < ::; ♦ � y;,,..„ ," _ �-; _ ..,,,,,�.„o,.,,m,,,, � u�i ui mn i i u i nm :.. u' i �% �� .. .,._ b : r � �®R'a W �., � ., r., ° - _ .� � RUNWAY PROTECTION ZONE _w �.f - E TE OF NOMINAL m L ! ♦� r 0 / N PAVE z 00' x 25' x ' - - _ / \ = }111H� OINHeHhHHkI l#N #HIIIHihIiONfHi MiNHfiO ` ' A.w ` OR 4 ♦ Y Y 1, 0 1,4 1, 700 08HINIIfI#II�ffBMI{illill MUiIlit]1111 PART 77 APPROACH SURFACE .��� _„_ :,_ _ �fll}}I}I}I{���m SECUR L _ � O D .o � R ..., .� � � - � ' _ � . , . r .,.AC9 SS OAD. SEE , : GATE T. 06 � U , - - --� n,,-.---•- _ � o ,;:,g.w ' ; BHrHfNftNINH6{HriHNrIHNBHHNHN iBHNNiflfirif{ffilrNHHHq,fOf}HNM{G r : - �r,,� `` �F .. � - - - -- 1 000 x 16 000 x 50 000 1 1 ) ,. � � ❑ E; '.'.. .,.., ...::...:.i:.:::c'F' {' '.:i.:v .:.. ,-... ":. .,, - 1 _ � 111 5 ,«" l 1 1 # . :. ,;` HE , 4:U' w<ti,-,•+,.� ...,., 1, .+* � / ...._.....,... .L FIRST 10,000' - 50:1 C 16,1 LAST 40,000 - 40:1 SA o<> , �iy, u (' EXP'A Q ECONOMY Lk Nth C� o S3 1fHrp - _ . P PARK v' LOT it q � �, o t �, �PHASE 1 SUM ER 2019 .j 1 s °� (1 D k L.. , 1 21 �,%Efl�,OM . k�%4Ra r,. 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 1 3936233.278 11494982.033 1 631.7 NOTE: INFORMATION OBTAINED FROM WWW.NGS.NOAA.GOV ON APRIL 4, 2019. 0 0' / RUNWAY PROTECTION ZONE 1,000' x 1,750' x 2,500' Q. PROJECT NOTES: CONSTRUCTION: 14. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN GENERAL: 1. THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., THE LIMITS OF CONSTRUCTION, WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING THE APPROVED EROSIONCONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAR, MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, AIRPORT LIGHTING, ACCESS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR GRADING, OR OTHER CONSTRUCTION. PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC 1. THE PROJECT NOTICE -TO -PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING IMMEDIATELY. STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. IN -PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND 4. ALL SLOPES AND DISTURBED AREAS AREA TO BE FERTILIZED, SEEDED AND MULCHED. EXECUTED BY ALL PARTIES. UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN 15. TOPSOIL SHALL BE STOCKPILED ONLY IN THE WASTE AREA SHOWN ON THE PLANS UNLESS 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT LEGEND INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE STOCKPILE SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. BM-X BENCHMARK LOCATION AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND STOCKPILE SHALL BE REMOVED AND THE AREA RESTORED TO A SMOOTH LINE AND 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS CSA CONTRACTOR STAGING AREA COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 16. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM), THE SPECIFICATIONS. OVER EXCAVATION FOR RE -DISTRIBUTION OF TOPSOIL WILL NOT BE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. H CONTRACTOR HAUL ROUTE ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TRAFFIC CONTROL DEVICES. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO 3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE TOPSOIL STRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. ALBEMARLE COUNTY STREAM BUFFER APPROVED EQUIVALENT. CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN OR AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW SIX (6) INCHES IN 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE SUSPECTED UNDERGROUND UTILITY. EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. - CLASS III. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND ' EXISTING FENCE 4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE BORING INFORMATION WAS PROVIDED BY: 2. THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES PRIOR TO INSTALLATION. ANY 17. BLASTING IS NOT PERMITTED ON THIS PROJECT. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT - EXISTING GLIDE SLOPE CRITICAL AREA DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE S&ME, INC. PRIOR TO INSTALLATION. 18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% - - - - - - - - - EXISTING LOCALIZER CRITICAL AREA 8646 W MARKET STREET, SUITE 105, GREENSBORO, NC 27409 UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT (336) 288-7180 3. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION --- - - EXISTING PART 77 APPROACH SURFACE ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. PUBLIC SAFETY SHALL 19. MINOR ITEMS (I.E. SIGNS, SHRUBS, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE CONTROL INSPECTOR. 5. FIELD SURVEY INFORMATION WAS PROVIDED BY: NOT BE COMPROMISED. SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO MISCELLANEOUS DEMOLITION. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND - - EXISTING AIRPORT PROPERTY LINE DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ROUDABUSH AND GALE 4. THE CONTRACTOR SHALL REQUIRED TO RELOCATE BARRICADES/ TRAFFIC CONTROL 20. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. NO SEPARATE PAY ITEM. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. ROFA EXISTING RUNWAY OBJECT FREE AREA 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902 DEVICES DURING THE PROOJECT. MULTIPLE RELOCATIONS OF BARRICADES/ TRAFFIC 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH (434) 977-0205 CONTROL DEVICES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION 21. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A SURVEY DATE: DECEMBER 2017 OF BARRICADESlTRAFFIC DEVICES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. NO SEPARATE PAY ITEM. EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING RPZ EXISTING RUNWAY PROTECTION ZONE TYPICAL LOCATION. EROSION AND SEDIMENT CONTROL REGULATIONS. SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. DRAPER ADEN AND ASSOCIATES DRAINAGE: RSA EXISTING RUNWAY SAFETY AREA WILMER AVENUE, SUITE 100, RICHMOND, VA 23227 5. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED (804 228 264-2VEY WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE 1. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE THE FIRST STEP IN CLEARING. WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, " ' . ` PROPOSED CONSTRUCTION SURVEY DATE: JUNE 2016 SUR ENGINEER AT NO ADDITIONAL COST TO THE OWNER. GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE 4. A COPY OF THE EROSION AND CONTROL PLAN SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. r CRITICAL SLOPES APPROVED SEDIMENT SHALL BE MAINTAINED w, ,� 6. THE OWNER RESERVES THE RIGHT O CONTRACT AND PERFORM OTHER OR ADDITIONAL 6. THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE ON THE SITE AT ALL TIMES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS STEEP SLOPES WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN '''°""'"•"""'"`'"""""�" " -MANAGED SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED REFERENCED ITEMS. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% . CONTRACTOR SHALLCONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ON THESE PLANS INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS , ( ) OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A g; , �� ' • STEEP SLOPES - PRESERVED THE PROGRESS THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER ENTRANCES SUCH THAT MUD IS NOT TRACKED ONTO OPEN AREAS OR VEHICLE 2. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE ROADWAYS. CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CONSTRUCTION OF DAMS. Q WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR 2 REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL 7. ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE SHALL BE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS FACILITIES. rn 3 REFERENCE IS DIRECTED TO SECTION 50-05 OF THE SPECIFICATIONS. IT IS ANTICIPATED CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM. PRIOR TO FABRICATION OF PROPOSED STRUCTURES. DETERMINED BY THE PLAN APPROVING AUTHORITY. D o THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING COURSE OF THIS PROJECT. 8• THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S 3. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE oTHE OPERATIONS. ALL COSTS TO REPAIR DAMAGED PAVEMENT SHALL BE INCIDENTAL TO THE CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY of 7. NO CONTRACTOR EMPLOYEE(S) SHALL BE PERMITTED TO RESIDE AT THE LOCATION OF PROJECT. ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM FINAL STABILIZATION IS ACHIEVED. EROSION CONTROL INSPECTOR. THE PROJECT SITE OR AIRPORT PROPERTY. STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE. 9. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED GENERAL CONSTRUCTION NOTES FOR BUILDING INSPECTION r SECURITY: GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE 4. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP FILTERING DEVICE. 3 DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING TIED -INTO WITH 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING D 1. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE OWNER. WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED AND 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN 03 OUTSIDE THE GRADING LIMITS APPROVED STOCKPILE LIMITS OR APPROVED HAUL LIMITS SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/O AFTER EACH R a t R UNOFF PRODUCING RAINFALL EVENT. "Al NECESSARY REPAIRS OR ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. CRITICAL SLOPES PER ALBEMARLE COUNTY GIS 0 DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED 0 10. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE BE MADE IMMEDIATELY. 2. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 5. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION 7)OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. GREATER THAN 1:48. ACCESS ISLES SHALL BEAT THE SAME LEVEL AS THE PARKING SPACE OF MANHOLES, DROP INLETS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. THEY SERVE. 3. THE AIRPORT IS SUBJECT TO TSA SECURITY REQUIREMENTS AND RIGID ADHERENCE IS 11. ALL ITEMS SHOWN AND LABELED TO BE REMOVED, INCLUDING MINOR AREAS OF CLEARING 3 MANDATORY. ANY FINES IMPOSED AS A RESULT OF ACTIONS BY THE CONTRACTOR'S AND GRUBBING, ON THIS PLAN SHALL BE REMOVED UNDER THE LUMP SUM PRICE FOR 6. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 3. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE 400 0 400 800 R PERSONNEL WILL BE DEDUCTED FROM MONEY DUE TO THE CONTRACTOR. MISCELLANEOUS DEMOLITION, UNLESS OTHERWISE NOTED. STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 0 DEBRIS. mmmi E 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN THE AIRSIDE AND NON -SECURE 12. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES: 4. ALL ROOF DRAINAGE SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE SCALE: 1 "=400' FEET o THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER AND NOT OVER SIDEWALKS. o SIDE OF THE AIRPORT AT ALL TIMES. THE PERIMETER FENCE SHALL BE MAINTAINED ON A p EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ZONING ORDINANCE SECTION 5.1.28. CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY STRUCTURES OR PIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA D THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, DEPARTMENT OF TRANSPORTATION. THIS PLAN AS DRAWN MAY NOT ACCURATELY 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF ���✓✓✓ THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE of INCIDENTAL TO THE COST OF THE PROJECT. 13. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE THE CODE OF ALBEMARLE. r o PROJECT. THE USE OF WATER SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. a RIGHT TO HALT WORK OR HAULING IN NON -CONFORMING AREAS. IF CORRECTIVE ACTIONS 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT a 5. THE CONTRACTOR VEHICLES SHALL BE CLEARLY LABELED WITH CONTRACTOR'S COMPANY ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CURRENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:0013M. E NAME. 0 m �PLTH OF APRON/PARKING EXPANSION WPO NO. JOB NO. 3 2700 Polo Parkwa --�•, O�� �r�� WP0201900013 17018/17019 y ' GENERAL LAYOUT, CRITICAL PJW DEL TA T DRAWN BY: SHEET Midlothian, Virginia 23113 ,® ° T I AUNDERS y Lic. o. 031974 DESIGNED BY: phone: (804) 275-8301UNSUL SLOPES, +& PROJECT NOTES JDB ci 01 ®'� 6 1 ADD PHASE 3 PJW RSY 3/30/20 w w w• d e l t a a l r p o r t. c o m N®INCe 04/07/20 �ww Li L �SSIONAL �`�� CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: 0o DATE. 2019 NO. REVISIONS BY APP. DATE w F- 0 3 0 w CD 0 z 0 STA 57+70.00, 0.00' RT (BL "R") STA 10+00.00, 0' (BL "A411) RUNWAY 3-21 (BL "R") 00 53+00 54+00 55+00 56+00 57+00 0 58+00 59+00 60+00 I goo I STA 57+22.1±, 77.2'± RT STA 58+17.9±, 77.1'± RT T STA 56+70.0±, 77.4'± RT NOTE 4 I STA 58+70.0±, 77.0'± RT RSA ■ TOFA ROFA TSA TSA ii 1 ADD PHASE 3 NO. REVISIONS RSA TSA ROFA RSA TSA STA 54+64.2±, 375.0'± RT — NOTE 5 —� ROFA STA 54+61.0±, 400.0'± RT —� RSA NOTE 6 TSA TSA TSA STA 56+70.02, 95.00' RT STA 57+26.76, 95.00' RT RSA TSA----- TSASTA 56+36.0±, 367.0'± RT TSA RSA STA 57+37.00, 134.00' RT STA 57+40.02, 200.00' RT STA 57+37.00, 266.00' R T (SN STA 57+16.00, 346.00' RT TSA RSA TSA STA 58+70.0±, 95.0'± RT STA 58+13.19, 95.00' RT STA 58+03.00, 134.00' RT STA 57+99.98, 200.00' RT RSA A 58+03.00, 266.00' RT STA 58+24.00, 346.00' RT STA 57+70.00, 400.00' RT (BL "R") STA 14+00.00, 0' (BL "A4") TOFA TOFA TOFA TOFA TOFA TOFA PJW RSY 3/30/20 BY APP. DATE 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deIfaairporf.com - TSA ���NLTH OF � o r�r o T J. AUNDERS Y Lic. o.031974 04/07/20 �ww �s`�IONAL ���� RSA TSA TSA STA 59+04.00, 367.00' RT RSA TSA STA 60+90.0±, 375.5'± RT NOTE 6 NOTE 5 STA 60+90.0±, 400.0'± RT TSA 6 LEGEND -TOFA EXISTING TAXIWAY OBJECT FREE AREA TOFA PROPOSED TAXIWAY OBJECT FREE AREA -TSA EXISTING TAXIWAY SAFETY AREA -TSA PROPOSED TAXIWAY SAFETY AREA PROPOSED TAXIWAY PAVEMENT SECTION 5014, WE PROPOSED MILL AND BITUMINOUS OVERLAY *, y' (DEPTH AS SHOWN ON THE PLANS) PROPOSED RUNWAY SHOULDER PAVEMENT SECTION I usIm 1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE "RW" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL VERIFY BENCHMARK INFORMATION PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 3. THE CONTRACTOR SHALL FIELD STAKE ALL EDGES OF PAVEMENT PRIOR TO CONSTRUCTION. 4. REFER TO PAVEMENT TIE-IN DETAILS. — 5. REFER TO "OVERLAY TIE-IN DETAIL". 6. REFER TO "FILLET WIDENING DETAIL (TWO LIFTS)". 7. REFER TO SHEET 3 FOR BENCHMARK INFORMATION. TOFA 30 0 30 60 - -- ® 1 SCALE: 1 "=30' FEET APRON/PARKING EXPANSION wP0 NO. JOB NO. WP0201900013 17018/17019 PHASE 3 GEOMETRIC DRAWN BY: PJW SHEET LAYOUT DESIGNED BY: C113ml SKN/MB CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: DATE: 1" = 30' MARCH 2O20 Q Y@W Y®W Yob W RUNWAY 3-21 (BL "R" Y®W YOW 0(b2�1� 62°'& 62� �6 62A 52 53+00 54+00 55+00 56+00 623 52 623 h6 623 A2 623 1 57+00 3 31 32$0 58+00 59+00 60+00 622�1 622 6222 6 � -1-1--+ - 3 gam-- -+ 3) - + 31$ -623 6-31 -3= - - -6�-3' - -{ - �i- b7,- `-- �r2'.5 62 ' 62 ' / - _ ✓6 / f / 62� i $ 3 + 62329 2315 + 3 �1 I / / + 62292� - 62'� + 622g1 + 622g6 + 622g5 + 61 + 622 61 + yl' + 62262 + 2251, + 62259 i 62 -- - 3. 3• 6 5' 62 - - - - - - �1 + 2A 3B + 2A33 + 16 + Al �+ 95 + 95 + 62 , + 62 2 6 - 2- _ + 05 + 96, + 622g 92 2 - - J 6 62h. 6 6 62� 62�. + i 623 623• + 3 g823 63 + 3 6p +_623:53 + 3 �3 + 32g + 16 623 622 + 2 $1 / i 62 + 3 63 62 62 + 623 35 62 \5+ 623 • � � 623 p1 ✓ 02 1 8 / - 23� + 3'' 62 623 + 315 i + 2.10 + 62 + 5� + 62 22 62 62 622. 622• + 25 6 + 2ik� 62 + 222 + 231, 6 --- / --- 6p, - - 623• \._+ 306 +622$% I + 211 _ - - 6 6 62 3• - -- ' i + ZZ6y 62 + 622$1 62 + 62266 - 622.5- + �% / + 623 96 + 3 g0 + 6230 + 623 82 + g1% 62 i + 3 �O1 V 3 39 + ,5 + . 3. 1 1 + 22 $6 62 / 62 62 62/ / + 62 Ik 3. 3. 5 3. 6 �� 62 1 + 2 � 6 � � / 9 -- 6 2' 62 / i2 62 62 623' 622 + 2a6 + 62283 62216 268 + 622�0 62L62 6225 / + 6223 + + 23 + 62228 6 + 1� + -- - E�01 E E - �E� E 62 E E + + t2 E T E�� 6 �Pe��� 6 �5�_-E + F,�c38 �E01 + 62223 622' + 6221 622 + 622�0 + -622°9 + 6220 6-2-3,p-- - -- PROTECT EXISTING RUNWAY LIGHT TO REMAIN - - _ NOTE 3 TYP o-- + 6� - - 2 + N3 + 623 A3 + 23 35 rk 2 k1 _ / 0 3 3 2 5 0� 5 8 0 / 9 - --- 622 1 9 623 + �23 g0 + 62350. 623 Ik 623 6 + 623 20 + 62311 �62 p6 + 6 28� + 62 36 62 8� 221 + 62261 + 62256 - 62 + 2 A6 6 23a 23 23 222 222 622 + 622 6220 21 g 22° 216 21$ 6216 62� 1 + 3• 2 2 + 2 + 6 62 2 62 62 + 6 6 -{ 6 6/ 6 6 - - - - + + + + + I + + ; + + + + �tI't 183 + 61 + 66 aA 3 6231 i 6231 / _ 62VIIIJ + 622 a �. -� e, .." s NOTE 3 (TYP) 621' g +-- 6 + 62 2 + 01 + 00 g8 S + 1 . fi, 3 + 6232 3 623' ®W , 623' 622' �2f + 6222 Y(� L225 g 3 05 32 23 �� 62336 3g / OZ Pi + 9rk6226 6226 3 622 +'1 + 6225� + .622 2 + 62 �� / +622 6 I 0 k _4013.0 + 2621.6>1/621621.89i61.8 62y-�{62�V? I I 622 .621.46 62125I 6I 624a7931621.43 621 46-+621.45 22 I 31 22+ bA.N +2+ + 2, p, " \ 62 / 622 + ` - - B-1- _ -- - -62-'f 5 -- - - 62230 + 62231 62233 622.0- _ A + j K� / - i ' - - - - -- + 620.72/6 0 90 ' + 620.29 620.65' - - -- - / + + 62bl:\g0 + 1 h1�f 6215 f+ 620.42 / -+ 620.17 + 62Q.15 + 620.14 + 620.13 + 620.09 +- - 620:66 + (3206rZ�Q5 62 620.65 16 / - / _ 620.37 82 6 , 6200---235 -- - ----- ICE - �. \\ 2 / / /; ------------- 619.619.97 -648-.5 / - -- -- - - - -- - \ + 06 + ^.� + /� + 618.92 + 618.76 + 619.12 + / 619.40 L T� 62� 619.53 62 614t2,6 619.36 % 619.58 %p2 + I f 62 2 -- - - - _------- - 1 I - - 62p1g / ( + 61 .85 6 9.34 1 + r / ' ------------- -- - _ \\ 62P°g� + s�Q 62°9� 6,2031 + - RSA - _ - - - - RSA ` \j r-RSA - -- ©5 6205 R-1 1 ' RSA { P -{ R�4- + _ - 618.25 6202 618.E 618.78 6/ 8.4� 8 - / 618.02 617.77 617 66 618:616 9.10 I \ p 15 + \+ + + 6, � 23 / / 1 + 618.51 by 62°° / P/POTECT XI TING ELECTRICAL HANDHOLE (TYP) - - - 618.97 - - -- / 1 GRATE INLET I 62 - I / -+ 618.35 6 �5+ I / E I I m._ o p 35 618.73 81 TOPr61 .05' / / I I 62 1g / 618.87 INV IN-/611 78' (15" f CP)p3�+ + 62p?,6 62C 2� I / NOTE 6 0.56' (1,8" RCP) - - ADJUST EXISTING ELECTRICAL HANQiIOLEI ( - _ - 1 - - - TO GRADE (NO SEPARATR PAY ITE�p (TYP) ( 617--0 618A0 618.54 6410- 0 r . 618.27. 617.0 i 617.30 61703 618.17 618.69 + 6�gg9 62p20+ + 62p9 +�bNg82-�---- --- + 618.14 6 46 . 3 5 6222 + + +6g� + -� -�`� �� �� +-61$.10 _ 1� °�o�+ 618.23 �B-3 618.50 +618�491835 `�- 62 62 1g \ -I 616.81 618.62_ - \ i �� 00 61 " rs - -- - --�7_ -ra { I { + 619.29`9: + 9�619.19 - rsA rs+ +619.77 619 + 61`9.65 619+ 619-45 - 619.4�4 f�1.9.28i0 61,9.22 619.20 6�g' _ _ _ + 62 52°� + 6221 + 62p30a° 2 \ 7` 6,-8.61 v9-- + 62p!9 `+ Zp 5262p �� + ` 20 �3 6 6 X N C _ TSA + p 62 1 ADD PHASE 3 X NO. 4 621 + 62� 1 + 6216 6215� "f �W fj-62V4� - 62�6 62156 62151 6216 621 $ - 621 321.67 621.39 - -- - _ -621:0- - - - - _ - - - - EXISTING CABLE - - 62o-•0- ABANDONED IN -PLACE + 620 87-- - 0.16 _ -- - + 620.71 s19,,5 619.95 + 620.5 + 61 0/ / / 6-t9.0- UGE\ UGE + 20.14 +619. -- - - - - /_ --------- 6-1c3-,5 + 619.57 +619.08 --+ 619.24 + 618.75 = 618.92 618. /RSA _ - - v RSA - _ RSA �1 y r _j / +6182 618.73 ® - PROTECT EXISTING PULLCAN + 618.59 + 618.05 --- - - ---- -- --------- - NOTE6 - 8"RCP _ ------------- --D13- ----- - ---- �18.91 61 .24_ 6---_ __------- ---- _ --- --- -_---- 18"_RCP---- 617.20 ?X. 53+617. 5_- - +616.42 - ---- �� - --- ---------- __ 615-9------------ -- -- _ 615+6 t 15.54- -+ 615:36 + - '+ 617. _615.19 2 _-+- 614.85` + k - r�A - _ 61_4.83� fS-A614:82 I617- 6 +615 616.78 '� E fI SHEET KEY TB-X BORING LOCATION (APPROX) x 918.33 EXISTING SPOT ELEVATION + 905.44 PROPOSED SPOT ELEVATION EXISTING AIRFIELD GUIDANCE SIGN PROPOSED AIRFIELD GUIDANCE SIGN OO O EXISTING RUNWAY LIGHT R J G EXISTING RUNWAY THRESHOLD LIGHT ® EXISTING TAXIWAY LIGHT - -LOD- LIMITS OF DISTURBANCE ROFA EXISTING RUNWAY OBJECT FREE AREA RSA EXISTING RUNWAY SAFETY AREA TOFA EXISTING TAXIWAY OBJECT FREE AREA rSA EXISTING TAXIWAY SAFETY AREA PROPOSED TAXIWAY PAVEMENT SECTION PROPOSED MILL AND BITUMINOUS OVERLAY 1 (DEPTH AS SHOWN ON THE PLANS) �..• PROPOSED RUNWAY SHOULDER PAVEMENT I SECTION p O `J 6�61 6�63' 6+5$g 6�51 7. REFER TO "BORROW & SURPLUS STOCKPILE AREA" SHEET AND q0 ® O 1 ITEM P-152 OF THE SPECIFICATIONS FOR ADDITIONAL 61 INFORMATION ON EMBANKMENT MATERIAL. TSA rOFA PJW RSY 3/30/20 BY APP. DATE rSA TOFA 2700 Polo Parkway Midlothian, Virginia 23113 phone: (804) 275-8301 -www.deItaairport.com - rSA rOFA TSA TOFA TSA O A - rSA rSA F FO FO O FO r rA ® I I I I I ��I I ---------I �--- LTH OF � ° TRA, J• AUNDERS ��ONAL 4/07/20 rSA FO FO FO rOFA Al :I :I Al z4F,1 1 ki I AK&ILO& A A A 30 0 30 60 SCALE: 1 "=30' FEET WPO NO. WP0201900013 DRAWN BY: PJW DESIGNED BY: CHARLOTTESVILLE ALBEMARLE AIRPORT SCALE: 1 - 30 SKN/RAB DATE: MARCH 2O20 JOB NO. 17018/17019 SHEET C 114-1 REVISIONS