Loading...
HomeMy WebLinkAboutWPO201600014 Plan - E&S 2016-03-220 a O Q J 3 0 C) 0 Z 0 PoJc-r i .. NFO RMATION OWNER: CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY WILLIAM D. PAHUTA, DEPUTY 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: 0 AC REMOVED: 2 AC NET CHANGE. -2 AC THIS SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. NO. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ ZONING ENGINEER INSPECTIONS INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT REVISIONS BY I APP. I DATE C 10 St -L' L Al CHARLOTTESVILLE, VIRGINIA AIP NO. 3-51-0004-044-2014 DELTA PROJECT NO. 13057 FOR THE CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY MINIMUM SETBACK AND YARD REQUIREMENTS: AREA AND BULK REGULATIONS WITHIN THE RA, RURAL AREAS, ZONING DISTRICT ARE AS FOLLOWS: (s 20-10.4,12-10-80,8-14-85; s 18-10.4, ORD. 98-A(1), 8-5-98; ORD. 08-18(7),11-12-08) (COUNTY CODE 18-10.4) 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com MARCH 2016 "VICINITY MAP N CHARLOTTESVILLE- ALBEMARLE AIRPORT 743 743— (643 606 606 SCALE: 1" = 2000' 29 649 WPO 2012 -PENDING MAJOR SITE PLAN AMENDMENT SUBMITTAL #1: MARCH 2, 2016 INDEX 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 SITE PLAN 6 MINIMUM FRONTAGE INTERNAL 150 FEET 150 FEET PUBLIC OR PRIVATE ROADS SITE PLAN 9 YARDS, MINIMUM: 10 SITE PLAN FRONT (EXISTING PUBLIC ROADS) 75 FEET 75 FEET FRONT (INTERNAL PUBLIC OR 13 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 PRIVATE ROAD) (AMENDED 11-13-91) 25 FEET 25 FEET SIDE 25 FEET 25 FEET REAR I 35 FEET 35 FEET MAXIMUM STRUCTURE HEIGHT I 35 FEET 35 FEET (s 20-10.4,12-10-80,8-14-85; s 18-10.4, ORD. 98-A(1), 8-5-98; ORD. 08-18(7),11-12-08) (COUNTY CODE 18-10.4) 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com MARCH 2016 "VICINITY MAP N CHARLOTTESVILLE- ALBEMARLE AIRPORT 743 743— (643 606 606 SCALE: 1" = 2000' 29 649 WPO 2012 -PENDING MAJOR SITE PLAN AMENDMENT SUBMITTAL #1: MARCH 2, 2016 INDEX SHEET TITLE NO. 1 COVER SHEET 2 GENERAL LAYOUT 3 AIRPORT PROPERTY MAP 4 SITE PLAN 5 SITE PLAN 6 SITE PLAN 7 SITE PLAN 8 SITE PLAN 9 SITE PLAN 10 SITE PLAN 11 SITE PLAN 12 SITE PLAN 13 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 14 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 15 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 16 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 17 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 18 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 19 EROSION & SEDIMENT CONTROL LAYOUT STAGE 2 20 EROSION & SEDIMENT CONTROL NOTES 21 EROSION & SEDIMENT CONTROL DETAILS 22 EROSION & SEDIMENT CONTROL DETAILS 23 CHANNEL PROFILE - CHANNEL 1 24 CHANNEL PROFILE - CHANNEL 2 25 DRAINAGE PROFILES 26 DRAINAGE DETAILS 27 TYPICAL SECTIONS & DRAINAGE DETAILS D1 DRAINAGE AREA MAP - PRE D2 DRAINAGE AREA MAP - PRE D3 DRAINAGE AREA MAP - POST D4 DRAINAGE AREA MAP - POST D5 DRAINAGE AREA MAP - WATER QUALITY D6 DRAINAGE AREA MAP - WATER QUALITY APPROVED by thy: Albemarle County Community Development Department D to Z z ✓�._2_ . File' REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 f` 0 o DRAWN BY: SHEET WPO SUBMITTAL GAR / WME ® \ U 19 ytj (2IT7 PREL/M/NARY - DO NOT USE COVER SHEET DESIGNEDBY: FOR CONSTRUCT/ON PAW of © ® SCALE: DATE: 3 3 CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE MARCH 2016 Ln In CD 1p M 0 0 y N Ln CD rn CD N Ln Cl M C BENCHMARK-SCHEDULE;A N1!' v BM# DESCRIPTION ELEVATION NORTHING EASTING j 62 SAC - CHO AP STA B2 616.7 3940983.09 11497507.29ITT, ? t, r- ' IT D SAC - CHO D 631.4 3935615.98 11495927.57 j°' E� IV,, ITT : E SAC - CHO E 611.9 3940408.71 11497730.10 111! Ijjj 82 BM3-EXIST 625.04 3936381.983 11496075.438 ''' -, _ - - --°"'''- - - - - - - - - - - _ _ I TEMPORARY ASPHALT BATCV 83 BM 1 -EXIST 618.27 3938883.588 11497091.508 co PLANT LOCATION 86 NGS CHO 623.85 3933952.880 11494818.562 1 613.29 �Asl BASI W21-1 RW21- 3941721.834 11497618.590 R N All RW21-2 RW21-2 545.74 3943136.037 11497430.404 ASI E D RIA/21-3 RW21-3 568.83 3942617.124 11499016.087I' i NOTE: INFORMATION FOR BM -B2, BM -D, & BM -E OBTAINED FROM WWW.NGS.NOAA.GOV ON 2/24/2016. �. / �( '.' / t 1�-L ` MATERIAL STOCKPILE AREA PART 77 APPROACH SURFACE f! 1,000'x 4,000'x 10,000' 34:1 SLOPE VDOT PAVEMENT = 24' 17 I ltE VDOT ROW WIDTH = 60' �k CE. ETERY RUNWAY PROTECTION ZONE I 1 1-1 lBM-RW 1-2 I'vvv X 1,750 X e'300 ELECTRICAL TEMPORARY VAULT ROTATING CONSTRUCTION BEACON ENTRANCE STAGING AREA #1 CSA A)k STAGING AREA #2 X GATE 15 A P.z.. PA I cl- �54 B, ♦ 90FA ROTA 4 1 GUIDE SLOPE BM-RW21-1 c 7_7 PSA- RS a - - ----- R<,/t-._- - - PSA RSA rF X FAR PART 77 /- 250' A 1,000 OVERLAY RUNWAY 3-21 DEMOLISH TAXIWAYS "D" & "Fvv �7// \ \ \ .\\ PRIMARY SURFACE 0 0 ':40+ t' ivN��lk:�_-�""'�"5�_ BASELINE:"R" .00 II 3-21� :-KVNVVAYct BM -86 X/ 0 /X'% X RW 3 LOCALIZEF;t% PSA Pf, RSA P5,4- SA ilrll­'� !T 777�N- x, /x"' Q '7! b- ROFA A�I�N STAGING AREA #3 RUNWAY PROTECTION ZONE PPZTEMPORA 1,000'x 1,425'x 1,700' CONSTRUCTION W21 - Rp" -11 jg LANDMARK . . .... I BM -R ENTRANCE -~--• RE Rpz AL ell- Ll 1 7 Pz LU Lj7-7 -F�T7r77- I ­LLj-, z SIRE BUILLJIIIY%.l 06 7 a i, / RT. H U. PART 77 APPROACH SURFACE .�_ _ _ ` � , �'ti �fi _ � ; �,,�L„,,.__��,�,IIO�,Lr:_0,�u,�:�r.u.,u,..a,:�"fl 0 P4€ - � � -� _ Q VDOT PAVEMENT = 24' 1,000'x 16,000'x 50,000' �k It VDOT ROW WIDTH 60'ter L IMPROVE SAFETY AREA FIRST 10,000'- 50:1 LAST 40,000'- 40:1 U U Ll v T S- - ......... . ... . .... . TEMPORARY GRADING AND DRAINAGE 0o U CONSTRUCTION 'TEMPORARY 0 -Z OVERLAY TAXIWAYS TEMP ENTRANCE VDOT PAVEMENT = 24 CONSTRUCTION "All "Ell, & "Glv VDOT ROW WIDTH = 60""'_` 07 D ENTRANCE L 0 in o r .� rF �� r� _ JI = VDOT PAVEMENT = 24' ire VDOT ROW WIDTH 60' FT- -j ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS SINKING, OR COLLAPSE. CONSTRUCTION NOTES) 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO GENERAL CONSTRUCTION NOTES 1 . ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL STANDARDS AND SPECIFICATIONS. WEEK PRIOR TO THE FINAL INSPECTION. MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING OTHER PORTION OF THE PROPERTY. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL REQUIREMENTS OF THE PERMIT SHALL GOVERN. CONTROL REGULATIONS. RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC STEP IN CLEARING. INSPECTOR. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITHTHE ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET SITE AT ALL TIMES. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE LEGEND APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OFA 10-20-10 GRADING OR OTHER CONSTRUCTION. WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% k13M-X BENCHMARK 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW AIRPORT PROPERTY LINE (APPROX. 4 ) . WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAUVERTICAL). WHERE REASONABLY SHALL CONFORM TO VDOT CG -9(A, B OR C). APPROVAL BY THE PLAN APPROVING AUTHORITY. COUNTY EROSION CONTROL INSPECTOR. 0 ALBEMARLE COUNTY STREAM BUFFER OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.FUTURE DEVELOPMENT 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY SHALL CONFORM TO VDOT STANDARD PE -1. MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE HAUL ROUTE 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION APPROVING AUTHORITY. TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE CONSTRUCTION ENTRANCE DRAINAGE CHANNEL. AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION CLEANED AND REPAIRED IMMEDIATELY. CSA CONTRACTOR STAGING AREA 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. IS ACHIEVED. TRAFFIC CONTROL DEVICES. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 CEP CONTRACTOR EMPLOYEE PARKING THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. DURI NG DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. CLASS 111. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER NAVAID CRITICAL AREAS UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA PROPERTY NUMBERING ORDINANCE AND MANUAL. THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). CRITICAL SLOPES 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 10. ALL FILL MATERIAL SHALL BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS 10. FIELD SURVEY INFORMATION WAS PROVIDED BY: AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE PROPOSED CONSTRUCTION ROUDABUSH GALE AND ASSOCIATES INCDEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT SECTION 17-207B) 914 MONTICELLO ROAD MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. CHARLOTTESVILLE, VIRGINIA 22902 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING WETLANDS (434) 977-0205 ORAS DETERMINED BY VDOT FOR PUBLIC ROADS. DATE: JANUARY 2016 ORDIINANCE SECTION 5.1.28. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF <�' OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL \,> , , " >/X/LIMITS OF DISTURBANCE 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE 11. AERIAL TOPOGRAPHY INFORMATION WAS PROVIDED BY: MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. OF ALBEMARLE. POTOMAC AERIAL SURVEYS PROFILES. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT 400 0 400 800 FREDERICK COUNTY AIRPORT 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE FACILITIES. IIIIII MMMENIIII1 1319 BUCHEIMER ROAD 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. SCALE: 1"=400' FEET FREDERICK, MARYLAND 21701 DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT < 303-698-9944 CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINSCRITICAL SLOPES PER ALBEMARLE COUNTY GIS DATE: JANUARY 2012 LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS (SLOPES >25% NOTE: INCLUDES SLOPES CONSTRUCTED ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL UNDER PREVIOUSLY APPROVED SITE PLAN AMENDMENTS) 12. ALL SURVEY DATA REFERENCE VERTICAL DATAM NAVD88 INSPECTOR. E O REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 2 CID 9 71 1 Farrar Court, Suite 100 DRAWN BY: SHEET WPO SUBMITTAL >� GAR WME T - Richmond, Virginia 23236 RE -1-39 Ira a I plil� P'(2211 'F C PRELIM11\1ARY - DO NOT USE E2 GENERAL LAYOUT2 phone: (804) 275-8301 # fax: (804) 275-8371 FOR CONSTRUCT/ONDESIGNED BY: OF PAW D -www.deItaairport.com U0 DATE: L U CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: 33 NO. REVISIONS BY APP. DATE V = 400' MARCH 2016 if < I 9-52'W (2004) MAGNETIC DECLINATION 2 1 1. BUILDING LOCATIONS DEPICTED BASED ON EXISTING TOPOGRAPHIC/PLANIMETRIC INFORMATION AND ARE SHOWN FOR GENERAL REFERENCE ONLY. 2. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. THE PARCELS ARE SUBJECT TO ANY EASEMENTS OF RECORD AND OTHER PERTINENT FACTS THAT A TITLE REPORT MIGHT DISCLOSE. 3. ALL DEED BOOK, WILL BOOK, AND PARTNERSHIP BOOK REFERENCES ARE TO THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. 4. THIS BOUNDARY SURVEY DOES NOT INCLUDE A PARCEL KNOWN AS "HAZARD BEACON ON APEX OF PINEY MOUNTAIN", CONTAINING 0.96 ACRE, AS SHOWN ON SHEET 2 OF 2 OF "CHARLOTTESVILLE-ALBEMARLE AIRPORT, EXHIBIT A, COMPOSITE PLAT", DATED DECEMBER 10, 1986 BY ROUDABUSH, GREENE, & GALE, INC. SAID PARCEL IS ALSO KNOWN AS PARCEL 18A ON ALBEMARLE COUNTY TAX MAP 20. PROPERTY RELEASED BY CHARLOTTESVILLE-ALBEMARLE AIRPORT AUTHORITY IN 1992. 5. THIS PROPERTY IS IN FLOOD ZONE C; IT IS NOT IN A H.U.D.-DEFINED 100 YEAR FLOOD PLAIN. 6. THIS MAP HAS BEEN COMPILED FROM PRIOR SURVEYS AND HISTORICAL DATA. ` I 8 EMETERY CEMETERY _ ROTATING / [ 2 9 sz° 56BEACON C} .} {� V' 564 5 1115 ,.� .-1te= _ _ --------a EX1 TINGASOS rv1 49 .- ,"a'i � - � _ --� i i�',ir��a oo wa_ �. ,� � :i- .�- i 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. - PROPERTY & AVIGATION EASEMENT LE - EXISTING PRO E TY REF. NO. TAX MAP / PARCEL NO. DB/PAGE PREVIOUS OWNER ACREAGE DATEENT.TAB RECORDED GRANT NO. OR PURCHASE INFO. PURPOSE OF ACQUISITION / EASEMENT TYPE REF. NO. VA Electric & Power Co. 284/268 Utility Chord Bear. 5/16/1949 C1 Power 2 VA Electric & Power Co. 288/49 Utility FEE CUM. EASEMENT CUM. 3 12°06'03" 30/262 1 32/56 298/87 Titus Pankey, Jr. 73.750 73.750 Francis Augustus & Hattie Brown 299/541 10/25/1951 FAAP 9-44-016-0301 Initial Airport Construction 2 Cemetery 297-491 E.T. Muse 22.100 95.850 0.250 6/30/1954 110/26/1951 FAAP 9-44-016-0301 Initial Airport Construction 3 1 4 3 3/ 89 298-115 Manda Frazier 5.250 101.100 Power 7 11/19/1951 FAAP 9-44-016-0301 Initial Airport Construction 4 32/57 298/316 Viola Grigsby 5.270 106.370 314/438 Reserved 1.2/26/1951 FAAP 9-44-016-0301 Initial Airport Construction 5 32/49 299/540 Francis Brown 9.690 116.060 10/20/1955 11.09 2/25/1952 FAAP 9-44-016-0301 Initial Airport Construction 6 32/49A 300/273 Carrie Watts, et al. 5.380 121.440 11 VA Electric & Power Co. 4113/1952 FAAP 9-44-016-0301 Initial Airport Construction 7 65.69 300/255 Dirk Dehooge 17.290 138.730 Utility C339 100.00 26.20 51.25 29°21'42" 50.69 4113/1952 FAAP 9-44-016-0301 Initial Airport Construction 8 32/56A 300/267 Elmer McClammer, et al. 162.040 300.770 108.00 Power 4113/1952 FAAP 9-44-016-0301 Initial Airport Construction 9 32/49G 300/270 Garland Robbins 6.970 307.740 Central Telephone Co. 595/542 4113/1952 FAAP 9-44-016-0301 Initial Airport Construction 10 Telephone 300/257 McKinley Goggins, et al. 28.170 335.910 1 5.92 5/24/1976 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 11 32/49C 300/264 McKinley Goggins, et al. 10.120 346.030 Telephone 18 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 12 3/31/1982 300-261 McKinley Goggins, et al. 5.880 351.910 747/516 Utility 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 13 32/49F 300-276 Ross Lillard, et al. 32.200 384.110 4/13/1984 1500.00 4/13/1952 FAAP 9-44-016-0301 Initial Airport Construction 14 Utility 300/390 Specialties, Inc. 97.260 481.370 22 VA Electric & Power Co. 5/28/1952 FAAP 9-44-016-0301 Initial Airport Construction 15 31/23 304/487 Edward Morris Chisholm 1.500 482.870 Utility 2664/009 3/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 16 31/23 304/487 Edward Morris Chisholm 13.670 496.540 54.10' Telephone 3/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 17 31/23 304/487 Edward Morris Chisholm 0.00 26 20.490 20.490 3/2/1953 FAAP 9-44-016-0301 Flight & Utility Easement 18 Water 304/397 Henry Garrison 4.200 500.740 L152 N 35'50'44"W 26.00' 10/5/1987 4/2/1953 FAAP 9-44-016-0301 Initial Airport Construction 19 1075/231 307/378 Specialties, Inc. 3.240 503.980 Power 29 4/19/1953 FAAP 9-44-016-0301 Initial Airport Construction 20 32/57A 309/216 G. C. Spencer 84.300 588.280 1094/611 Utility 2/1/1954 FAAP 9-44-016-0301 Initial Airport Construction 21 31 309/216 G. C. Spencer 3.220 591.500 7/30/1991 2/1/1954 FAAP 9-44-016-0301 Initial Airport Construction 22 32/61 309/366 Aubrey Blakey 0.00 Utility Easement 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 1261/168 1.020 22.040 3/10/1954 FAAP 9-44-016-0301 Flight & Clearing Easement 24 31/55 310/451 Henry Garrison 0.00 4/20/1993 5.280 27.320 5/15/1954 FAAP 9-44-016-0301 Flight & Clearing Easement 25 311/288 t I. Emma Cook, e a 11.460 2. 60 960 VA Department of Transportation 1337/52 6/30/1954 FAAP 9-34-016-0 301 Initial Air port Construction 26 31/66 314/437 John S. Battle Jr. 1.940 604.900 8/24/1994 1/19/1955 FAAP 9-44-016-0301 Initial Airport Construction 27 20/18A 314-555 Charles Durrer 0.960 605.860 Drainage 40 1/20/1955 1455/343 Piney Mountain Obstruction Light 28 32/61 549/118 Aubrey Blakey 0.00 Albemarle County Service Authority 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 Utility Easement 1.000 36.510 6/10/1974 ADAP 8-51-0004-01 Flight Easement 31 45/51 569/485 John Groundwater 0.140 606.000 Utility 3/14/1975 ADAP 8-51-0004-01 MALSR Installation 32 45/51 569/485 John Groundwater 0.00 12/2/1996 2.670 39.180 3/14/1975 ADAP 8-51-0004-01 Flight Easement 33 31/55 593/312 June Gray 2.590 608.590 VA Electric & Power Co. 1626/241 4/23/1976 ADAP 8-51-0004-01 MALSR Installation 34 31/55 593/312 June Gray 0.00 Utility 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 32/606 613/98 Clarence Johnson 0.00 VA Electric & Power Co. 2.710 48.950 11/24/1977 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 31/23 645/215 Edward Morris Chisholm 0.00 Utility Easement 3.590 57.440 4/19/1978 Utility Flight, Clearing, Grading, & Obstruction Easement 39 31/23 645/215 Edward Morris Chisholm 0.00 2874/140 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 11/16/2004 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 VA Electric & Power Co. 3294/134 111/4/1983 0.103± Airport Development 42 32/48 820/143 James Hahn 0.00 Utility 0.227 84.927 10/24/1984 Non -Federal Flight & Clearing Easement 43 3827/426 820/139 VA Department of Transportation 0.00 Perpetual 0.007 84.934 11/19/1984 Non -Federal Avigation Easement 44 3219C 863/1 Crutchfield Corp. 4.630 617.200 4413/676 ROW 12/20/1985 9/18/2013 Airport Development 45 32/9C 863/1 Crutchfield Corp. 0.00 7.610 92.544 1 2/20/1985Avigation AIP 3-51-0004-02 vi ti m nt Easement 46 32/10 1139/42 VA Department of Transportation 0.00 0.143 92.687 2/4/1991 Avigation Easement 47 20/18A 1247/418 USA 0.00 0.960 93.647 8/21/1992 Piney Mountain Obstruction Light 48 32/10 1261/164 VA Department of Transportation 0.00 0.027 93.674 10/16/1992 Avigation Easement 49 32/10 1261/168 VA Department of Transportation 0.00 0.072 93.746 10/16/1992 Avigation Easement 50 32/19B 1276/217 Jefferson National Bank 0.930 618.130 12/9/1992 SR 606 Construction 51 1337/52 VA Department of Transportation 0.00 21.509 115.255 8/27/1993 Avigation Easement 52 32/56 1434/440 United Land 0.00 0.025 115.280 10/7/1994 Avigation Easement 53 32/10 1447/350 VA Department of Transportation 0.00 2.481 117.761 12/22/1994 Avigation Easement 54 32/9J1 1489/713 James & Rosalind Tirrel 0.423 618.553 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 55 32/9H 1489/713 James & Rosalind Tirrel 0.413 618.966 8/31/1995 AIP 3-51-0004-15 Runway 21 RPZ 56 32/9 1541/465 Kenneth L. & Gay N. Loftin 0.189 619.155 6/4/1996 AIP 3-51-0004-15 Runway 21 RPZ 57 3219J 1568/553 Emily Sanford & Nancy Wilbert 0.435 619.590 6/11/1996 AIP 3-51-0004-15 Runway 21 RPZ 58 32/60B 1616/181 Pyllis K. Johnson Rush 2.710 622.300 -2.710 115.051 6/3/1997 AIP 3-51-0004-25 Runway 3 RPZ 59 45/51 1647/500 Wilbur L. Clarkson 2.450 624.750 -2.670 112.381 10/10/1997 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 31/27A 1813/108 Teledyne Ind. 11.451 640.385 5/7/1999 Non -Federal Airport Development 62 32/60A 1880/476 Myriel E. Heath, et al. 1.000 641.385 -1.000 106.101 12/15/1999 Non -Federal Runway 3 RPZ 63 31/55 1920/569 Barry & Linda McLane 3.001 644.386 5/24/2000 Non -Federal Runway 3 RPZ 64 32/176 1944/541 Crutchfield Corp. 0.426 644.812 8/7/2000 Non -Federal SR 606 Construction 65 32/49 1955/712 George or Louise Geer 0.470 645.282 9/13/2000 Non -Federal SR 606 Construction 66 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 0.015 645.401 11/13/2000 Non -Federal SR 606 Construction 69 45/51A 2180-438 Loraine Blackburn 2.100 647.501 -1.870 104.231 4/1/2002 AIP 3-51-0004-28 Runway 3 RPZ 70 45/50G(5) 2181/436 Thomas & Marianna Keithley 1.219 648.720 4/11/2002 AIP 3-51-0004-28 Runway 3 RPZ 71 32/61 Aubrey Blakey 1.258 649.978 -1.120 103.111 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 4.109 654.087 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 32/60 2990/614 W. J. Kennedy Estate 5.320 680.344 6/2/05 AIP 3-51-0004-28 Runway 3 RPZ 79 45/52 3340/533 River Heights Associates, L.P. 0.269 680.613 12/20/06 Runway 3 RPZ, Previous Parcel 6 80 46/1 3340/533 River Heights Associates, L.P. 9.203 689.816 12/20/06 Runway 3 RPZ, Previous Parcel 6A 81 31/54 3762/358 Pleasant Grove Baptist Church 1.665 691.481 6/30/09 Runway 3 RPZ, Previous Parcel 6B 82 31/27A 3762/358 Charlottesville -Albemarle Airport Authority (-2.000) 689.481 6/30/09 Exchange for Parcel 81, Pleasant Grove Baptist Church 3 Q Lo UJ M Q Z LLL o x I NO. I REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com MOBILE°HOME PARK 500 0 500 1000 SCALE: 1"=500' FEET PROPERTY ENCUMBRANCE REF. NO. LESSEE DB/PAGE TYPE AREA (ACRES) DATE RECORDED TERM (YEARS) PURPOSE 1 VA Electric & Power Co. 284/268 Utility Chord Bear. 5/16/1949 C1 Power 2 VA Electric & Power Co. 288/49 Utility S 39°03'35" W 11/29/1949 162.00 Power 3 12°06'03" 30/262 Reserved 0.200 4/13/1952 331.69' Cemetery 4 Francis Augustus & Hattie Brown 299/541 Reserved 0.100 4/13/1952 24.65 Cemetery 5 Heirs of Richard & Eliza Thompson 311/289 Reserved 0.250 6/30/1954 2°09'06" Cemetery 6 VA Electric & Power Co. E ect c o 1 4 3 3/ 89 utility ty 41.01 8/16!1954 41.00 Power 7 Central Telephone Co. 315/62 Utility 57°11'33" 10/15/1954 N 07'19'08"W Telephone 8 Jacob R. & Lutie Via 314/438 Reserved 0.100 1/19/1955 C13 576.26' C14 1389.98 _ C15 13_09.98' Cemetery 9 VA Electric & Power Co. 319/392 Utility C331 10/20/1955 11.09 Power 10 Central Telephone Co. 354/324 Utility N37°43'15"W 11/20/1959 555.00' _ _ 1319.03' 895.67' Telephone 11 VA Electric & Power Co. 473/219 Utility 162.00 3/6/1970 65.69 Power 12 Central Telephone Co. 536/53 Utility C339 100.00 26.20 51.25 29°21'42" 50.69 6/28/1973 C26 Telephone 13 VA Electric & Power Co. 561/102 Utility S 53°52'32' W 6/13/1974 108.00 Power 14 VA Electric & Power Co. 589/385 Utility C309 2/20/1976 38.18 Power 15 Central Telephone Co. 595/542 Utility 162.00 5/24/1976 108.93 Telephone 16 Central Telephone Co. 595/544 Utility 1 5.92 5/24/1976 13°30'21' Telephone 17 Central Telephone Co. 680/137 Utility 653.90 9/7/1979 648.52 Telephone 18 Jay Gatten 736/109 Utility 09°31'38" 3/31/1982 N33°3342"E Utility Easement 19 Central Telephone Co. 747/516 Utility 213.95 9/13/1982 C312 Telephone 20 VA Electric & Power Co. 795/168 Utility N20°49'06"E 4/13/1984 1500.00 Power 21 Albemarle County Service Authority 838/235 Utility C313 5/24/1985 32.98 Water/Rte 606 22 VA Electric & Power Co. 852/282 Utility 42.00 9/20/1985 43.76 Power 23 VA Electric & Power Co. 852/285 Utility 2664/009 9/20/1985 35 Power 24 Central Telephone Co. 867/78 Utility 2/5/1986 54.10' Telephone 25 Albemarle County 871/445 Utility L40 S 58°59'22" W 62.26' 3/2411986 Utility Easement 26 Albemarle County Service Authority 879/60 Utility L355 N78 -47-12V 5/22/1986 L42 S 50'04'36"W 101.12' Water 27 Albemarle County Service Authority 963/20 Utility L152 N 35'50'44"W 26.00' 10/5/1987 L357 N80°27'26"W Water 28 VA Electric & Power Co. 1075/231 Utility 71.12' 11/9/1989 L154 N 58°18'59" W 151.70' Power 29 VA Electric & Power Co. 1093/426 Utility 55.24' 4/2/1990 L156 N 69°35'37" E 129.90' Power 30 Central Telephone Co. 1094/611 Utility 4/11/1990 98.06' Telephone 31 VA Electric & Power Co. 1168/327 Utility L50 S 26'31'03'W 41.31' 7/30/1991 Power 32 Albemarle County Service Authority 1218/552 Utility L364 S20°27'40"W 4/17/1992 L52 S 25°14'08" W 104.08' Utility Easement 33 Albemarle County Service Authority 1261/173 Utility L162 N 60'3842"W 210.00' 10/16/1992 L54 S 25°20'28" W 105.82' Utility Easement 34 VA Department of Transportation 1261/168 Drainage L210 S 62°25'58" E 80.19' 10/16/1992 1-402 174°14'3991 Drainage 35 Albemarle County Service Authority 1301/386 Utility 73.40' 4/20/1993 L303 N40°45'15"W 1.04' Sewer 36 VA Electric & Power Co. 1324/443 Utility 7/13/1993 70.99' Power 37 VA Department of Transportation 1337/52 Drainage L6S 23°37'23' W 10 8/27/1993 Drainage 38 VA Electric & Power Co. 1426/447 Utility 8/24/1994 64.20' Utility Easement 39 VA Department of Transportation 1447/350 Drainage 1-64 S25°20'29"W 250.00' 12/22/1994 Drainage 40 Sanford & Wilbert 1455/343 ROW 2/17/1995 Sight Easement 41 Albemarle County Service Authority 1537/276 Utility 5/17/1996 Water 42 VA Electric & Power Co. 1557/535 Utility 8/15/1996 Power 43 United Land 1570/679 Utility 10/18/1996 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 7/16/1997 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 11/16/2004 Perpetual Access 58 Rivanna Water and Sewer Authority PENDING Utility 0.150 PENDING Water 59 VA Electric & Power Co. 3294/134 Utility 0.103± 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 ROW 11/19/2012 Power dft- CO Slll S 1 ADJACENT PROPERTY OWNERS O TAX MAP / PARCEL NO. OWNER DB/PAGE DATE RECORDED CURVE TABLE Curve Radius Tangent ! Length Delta Chord Chord Bear. Curve Radius Tangent Length Delta Chord IChord Bear. C1 895.67' 75.81' 151.27' 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 1 787.09' 331.69' 627.62' 45°42'07' 611.31' S 48°11'32' W C315 162.00 12.35 24.65 08°43'04" 24.63 187°46'56"E _C9 1 5759.58' 108.16' 216.29' 2°09'06" 216.28' N 22°4441" E C324 485.04 20.52 41.01 04°50'40" 41.00 S16°16'52"E C12 496.26' 270.53' 495.36' 57°11'33" 475.05' N 07'19'08"W C330 970.00 57.11 114.09 06°44'20" 713.89 189°18'5991 C13 576.26' C14 1389.98 _ C15 13_09.98' 24 9.80' 471.38'_ 329.36' 471.42' 908.92' 645.34' 4 6°52'17" 37°2158" 28MY 458.3 8' 892.81' 638.83' N 02°09'30" W 140°00'37" E N35°23'25" E C331 57.00 11.09 21.91 -- 22°01' 20 21. 7 7 167°463291 C332 57.00 19.68 37.89 38°05'13" 37.20 N37°43'15"W C16 _C17 C25 555.00' _ _ 1319.03' 895.67' 135.40' 33.99' 19.18' 265.62' 67.97' 38.36' 27°25'16' X3.09' 2°5T08" 67.96' 2°27'15" 38.36' N 55°52'58" E N 68°07'03" E N 32°59'40" E C333 162.00 33.30 65.69 23°14'03" 65.24 N07°03'37"W C334 1470.00 76.83 153.52 05°59'01" 153.45 N15°49'50"E C339 100.00 26.20 51.25 29°21'42" 50.69 S24°33'52"W C26 847.09' 2.61.69' 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°42'28W C309 50.00 38.18 65.21 74°43'51' 60.69 N11°24'14"W C341 162.00 56.62 108.93 38°31'39" 106.89 S10°54'46"E C310 50.00 1 5.92 11.79 13°30'21' 11.76 132°42'52"E C342 1470.00 332.45 653.90 25°29'12" 648.52 S25°34'55"W C311 1530.00 1 127.50 254.41 09°31'38" 254.12 N33°3342"E X44 700.00 108.25 214.80 17°34'53" 213.95 129°45'23"E C312 1530.00 214.48 426.17 15°57'34' 424.80 N20°49'06"E C401 1500.00 David Crickenberger 197.01 47°02'58" 196.87 129°45'23"E C313 57.00 32.98 59.80 60°06'28' 57.09 141°16'08"E C402 42.00 31C/A 43.76 11°29'23" 41.81 N29°4523"E 32/23J ADJACENT PROPERTY OWNERS O TAX MAP / PARCEL NO. OWNER DB/PAGE DATE RECORDED REF. NO. Course Bearing 1 31/23 Mary Jane Chisholm 1720/377 6/18/1998 2 45E -1-B(2) N/F Lena R. Brubeck 365/212 L66 S 26°29'14" W 50.01' 2A 45E -1-B(2) William F. & Kathleen C. Whelan 362/24 12 L67 _S 20°11'55" W 100.40' 3 45/50G(2) Mary M. Lane 1340/583 9/7/1993 4 50G(3) 165.41 L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' 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 L9 S 05°15'12" E 21.44' 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, et al. 353/164 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 32/17C Van & Priscilla Wilson 806/074 6/25/1984 19 32/176(5) Route 649 Charlottesville Property, Inc. 1126/281 9/1/1990 20 32/176(5) Crutchfield Corp 1028/107 12/14/1998 21 32/9C Crutchfield Corp 1028/107 63.29' 21A 32/19B Wachovia Bank 1904/639 3/30/2000 22 32/9J Emily Sanford & Nancy Wilbert 1422/013 7/26/1994 23 32/9J1 Woodmen of the World 1493/529 9/22/1995 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 32/9B Alan or Ada Kindrick 1202/74 2/3/1992 28 32/7A Ruby Crickenberger 532/155 12/11/1991 29 32/76 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 1-38 S 49°3642" W 120.65' WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION 1UVM REHL Er 1,W1 C rte REHABILITATE RUNWAY 3-21 AIRPORT PROPERTY MAP AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 3 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT1 SORIZE"=30 DATE: j 3 VERT: 1" = 3' MARCH 2016 LINE TABLE Course Bearing Distance 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°1625" E 100.12' L67 _S 20°11'55" W 100.40' L321 N48°46'09"W 45.28' L3 S 33°33'44" E 50.16' L68 S 24°11'44" W 50.01' 1-322 131°14'4491 165.41 L4 S 37°26'13" E 77.28' L69 S 25°20'29" W 100.00' L323 N44°14'3791 232.45' L5 S 37°5T53" E 101.96' L70 S 26°29'14" W 50.01' L6 S 31°1533" E 95.79' L71 S 29°54'55" W 50.16' L324 S41°22'52"W 179.81' L7 S 28°04'17" E 94.03' L72 I S 22°2541" W 98.38' L325 S41°16'47"W 50.38' L8 S 21°2828" E 187.35' L84 N 21°40'07" E 221.38' L326 S40°40'12"W 50.08' 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 05'15'12"E 212.25' L86 N 57°16'12" W 176.30' L328 S44°09'19"E 7.2T L11 S 05'15'12"E 3.86' L115 S 18'15'48"W 152.82' 1-329 N41 °18'21"E 118.71 1-12 S 05°15'12" E 82.63' 1-116 S 22°00'48" W 191.39' L330 S44°4853"W 118.42' L13 S 05°15'12" E 22.30' L120 N 52°28'16" E 33.48' 1-14 S 07°08'43" W 161.31' 1-121 N 52°28'16" E 19.70' L331 S12°50'19'W 25.00' _ L15 S 06'39'02"W 52.15' L122 S 38°55'57" E 94.60' i L332 S10°43'17"W 70.61' L16 S 06°39'02" W 32.81' L123 N 51 °04'03" E 19.69' L333 S10°04'03"W 62.79' L17 N83°13'57"W 37.45' __L124 N38°55'57'W 94.60' L334 S09°46'59M 68.81' L18 N 06°46-03" E 32.81' L125 N 52°28'16" E 204.94' L335 S08°21'02"W 120.25' L19 S 83°13'57" E 37.38' 1-126 N 45°04'35" E 222.79' 1-336 111°12'54"E145.98' L20 S 06'39'02"W 276.08' [ L127 N 88°29'39" E 54.88' 1-337 109°46'59"E 68.81' 1-21 S 09'19'33"W 48.70' L128 S 74°13'32" E 71.16' 1-22 S 09°19'33" W 32.81' _ I 1-129 S 09°10'14° E 357.01 L338 N09°48'56"E 63.29' L23 N 81'00'24'W 67.25' L131 N 23'35'54"W 62.93' L339 N10°58'09"E 73.31' L24 N 08°59'36" E 32.81' F 1-132 N 31°43'13" E 85.09' L340 N12'50'1TE 25.00' L25 S 81°00'22" E 67.44' L133 N 31'19'03"E 145.68' L341 S07°24'48"W 150.92' 126 S 09°19'33" W 51.72' L134 N 25°36'25" E 98.92' L342 S09°46'58"W 222.34' L27 S 12°58'20'W 65.50' L135 N 31°19'03° E 49.99' L343 S10°4813"W 631.88' 1-28 S 16°43'15" W 57.16' L136 N 30°45'19" E 109.98' L344 S10°311891 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' H38 N 16°19'55" E 163.70' L345 S10°55'17"E 50.15' L31 S 30°45'12" W 106.66' L139 N 13°00'11" E 70.02' _ 54.26' 32.81' L346 N19°15'46"E 46.77' L32 S31°19'03"W 294.21' L140 N-- 09'1 14'09" E L347 N21°47' 06"E 48.28' L33 S 32°19'43" W 131.54' L141 N 09°14'09" E L348 N21°06'34"E 59.33' L34 N 74'13'32"W 34.5T L142 S 81°00'25" E-1 143.64' L349 N19°42'13"E 50.78' L35 S 40'55'02'W 68.25' L143 N 08°59'35" E ' 32.81- L350 111°55'24"E 53.03' L36 S 16°51'04" E 48.22' L144 N 81'00'25"'A 143.64' 1-351 110°34'35"E 51.21 L37 S 44°54'12" W 106.85' L145 N 09°14'09" E 59.95' 1-38 S 49°3642" W 120.65' 1-146N 08°12'54" E 104.54' 1-352 109°54'00"E 54.10' L397 S 50°27'31"W 61.46' L147 N 101TW 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°40'3991 105.56 L41 S 58°59'22" W 4.09' L149 N 06°3T56" E 93.36' L355 N78 -47-12V 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°27'26"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°28'1591 55.24' L47 S 85'24'21'W 21.89' L156 N 69°35'37" E 129.90' L360 N71°19'21"E 62.55' L48 S 30'0028'W 61.61' L157 N 60°31'38" W 65.29' L361 S81°38'58"E 98.06' L49 S 27°4522" W 30.98' L158 N 31'05'15" E 141.54' L362 S80°13'02"E 107.74' L50 S 26'31'03'W 41.31' L159 S 64°31'06" E 56.89' 1-363 S20°37'08'W 93.62' L51 S 25'29'22'W 66.46' L160 N 60'59'32"W 286.54' L364 S20°27'40"W 308.23' L52 S 25°14'08" W 104.08' L161 N 60'3842"W 112.35' 1-365 S20°214091 196.71' L53 S_64°45'52" E 12.25' L162 N 60'3842"W 210.00' L54 S 25°20'28" W 105.82' L167 N 59'51'44"W 94.08' L401 S13°35'1991 50.21' L55 S 31°34'55" W 50.4_6' L210 S 62°25'58" E 80.19' 1-402 174°14'3991 176.05' L56S 19°37'51" W 50.25' L225 N 33°26'55" E 331.68' L403 S24°44'06"W 73.40' L57 S 25'20'29'W 100.00' L303 N40°45'15"W 1.04' L404 N59°41'25"W 29.9T L58 S33°18'39'W 50.49' L304 N40°45'15"W 48.24' L405 N45°32'30"E 70.99' L59 S 26'29'14'W 100.02' L305 N45°44'29"W 19.49' L406 N59°30'60"W 72.31' L6S 23°37'23' W 10 L306 N45°44'29"W 36.90' L407 N45°17'4TE 134.88' 1-611 S 34°25'54° W 50.64.64'' 1-62 S 12°56'02' W 51.20' 1-307 N39°28'03"E 21.87' L408 N41 *20'28"E 64.20' L63 S21°54'28"W 50.09' L308 N38°19'31"E 13.67' L409 N15°16'12"W 179.8T 1-64 S25°20'29"W 250.00' L311 S18°42'12"E 27.16' 165 S 30°29'03" W 100.40'L316 S38°19'31"W 18.32' REHABILITATE RUNWAY 3-21 AIRPORT PROPERTY MAP AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 3 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT1 SORIZE"=30 DATE: j 3 VERT: 1" = 3' MARCH 2016 a i M .ti O M C) N N M .-1 0 a CA 0 Ce Ln CDM CD O C 4+00 ---------------------------- am LI C) 0 rl LO 0 0C L0 0 EN RSA MALSR STA 4+00 6+00 -- -I--- --- - -------------------- RSA RSA n :� ROFA ROFA ROFA REVISIONS BY I APP. I DATE RSA 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 250' ADJUST MALSR STA 2+00. SEE MALSR LAYOUT AND DETAILS. --------------F-- phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com ROFA RSA ROFA ROFA ROFA s � \ T`s-9 \ -M .'A.v ,`BASELINE "A" 12+00- ROFA STA 12+00, 0' (BL "R") STA 12+00, 400' RT (BL "A") NOTES: 1. STATIONS AND OFFSETS BASED ON BASELINE "R" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. - — 2. REFER TO "EROSION CONTROL LAYOUT" FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. TSA 30 0 30 60 L�� z SCALE: 1"=30' FEET REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET WPO SUBMITTAL GAR / WME PRELIMINARY- DO NOT USE SITE PLAN DESIGNED BY: 4 % FOR CONSTRUCTION PJW OF co �f CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 = 30 MARCH 2016 a a O N O M 0 N rlN M N a Ln O rn0 CD O M C LO 0 a TSA cv o(D >� Y > N oLO J �2 Im oX LoQ M l 7 0 �C0 Z.. x NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com u TSA TSA TSA TSA t "EROSION BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com lion �vin�r�lu���nMmnrr�r,�mu►rn WPO SURM/TTAL PRE /M/NARY - DO NOT USE FOR CONSTRUCT/ON REHABILITATE RUNWAY 3-21 SITE PLAN RM T!siiiiiiiiii_m��� SCALE: V=30' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW 5 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 V = 30 MARCH 2016 NOTED. ` -` _ v,_ 62�62,5 t "EROSION t� 7,_ 2. REFER TO CONTROL LAYOUT'FOR INSTALLATION OF EROSION AND SEDIMENT TRANSITION TO EXISTING GRADE. CONTROL MEASURES. TOPSOIL, SEED, AND MULCH (TYP) TSA TSA TSA TSA TSA 30 0 30 60 lion �vin�r�lu���nMmnrr�r,�mu►rn WPO SURM/TTAL PRE /M/NARY - DO NOT USE FOR CONSTRUCT/ON REHABILITATE RUNWAY 3-21 SITE PLAN RM T!siiiiiiiiii_m��� SCALE: V=30' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW 5 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 V = 30 MARCH 2016 3 E2 CL 00 N O M l0 C- 0 N N rlM M 0 Ln O M 0 C3 O M GLIDE SLOPE ACCESS ROAD ow >� Y oV) 0 J v o� La M O OM Z.. LL X NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com 0-91, well LEE I D L 1 0 T co sup a , r c. SAWCUT NEAT VERTICAL FACE. MATCH EXISTING GRADE. WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 mu SCALE: 1"=30' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: I SHEET SITE PLAN GAR /WME DESIGNED BY: PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 1 - 30 MARCH 2016 6 OF 33 3 E2 a F" M r-� 0 M C, 0 N N M lY 0 Ln 0 M 6 0 Ln0 M 4 5 fi 17 18 9 10 111:1-12 SHEETINDEX LEGEND CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA X 918.33 EXISTING SPOT ELEVATION +905.44 PROPOSED SPOT ELEVATION t--► H HAUL ROUTE (TWO-WAY TRAFFIC) EJ EXISTING STRUCTURE NUMBER EXISTING DROP INLET 13 PROPOSED DROP INLET EXISTING FLARED END SECTION EXISTING ENDWALUHEADWALLNVINGWALL O EXISTING STORM MANHOLE (� EXISTING AIRFIELD GUIDANCE SIGN RSG EXISTING RUNWAY THRESHOLD LIGHT a CD EXISTING TAXIWAY LIGHT EXISTING MALSR THRESHOLD BAR LIGHT EXISTING MALSR APPROACH LIGHT - STEADY EXISTING MALSR APPROACH LIGHT- FLASHING <:�D EXISTING WIND CONE ® PROPOSED ROCK CHECK DAM EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - - - - - - - - - EXISTING EDGE DRAIN/UNDERDRAIN EXISTING DITCH -E EXISTING AIRFIELD ELECTRICAL LINE —UGE EXISTING UNDERGROUND ELECTRICAL LINE FO EXISTING FIBER OPTIC LINE --- EXISTING GLIDE SLOPE CRITICAL AREA - - - - - - - - - EXISTING LOCALIZER CRITICAL AREA ROFA EXISTING RUNWAY OBJECT FREE AREA RSA EXISTING RUNWAY SAFETY AREA nl ff TSA FO REVISIONS - TSA FO FO FO BY I APP. I DATE TSA y FQ ____ —____FQ FO FO FO SAWCUT NEAT VERTICAL FACE.` CONTROL MEASURES. FO _FQ FO MATCH EXISTING GRADE. � ,� TSA — °•--- � FA FO-' TSA TSA TSA TSA TSA � 30 0 30 60 FO FO EXISTING ASPHALT APRON PAVEMENT 1 1 ,a SCALE: 1"=30' FEET 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 fax: (804) 275-8371 www.deItaa i rport.com \! O ,\ :issw WPO SUBM17TAL PRE /M/NARY - DO NOT USE FOR CONSTRUCT/ON REHABILITATE RUNWAY 3-21 SITE PLAN AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 7 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORTj I SCALE: DATE: 33 1 - 30 MARCH 2016 a .d ON �o 0 M �o 0 N N M Lr 0 a o+ 3 v y n O M e -I Q� U V' O N C) O M rl C iz a 0 M C) N N M t0 0 a 0 Ln 0 M s 01 5 00 0 M C 0 0 n. N 0 J 3 0 f -- LO 0 0 z J 00 W W -- — 620 C0 W Z J RSA G 1-4,:,1,5-1 6 1 7 18 19: 10 11 I i12 SHEET INDEX LEGEND CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA X 918.33 EXISTING SPOT ELEVATION +905.44 PROPOSED SPOT ELEVATION —► �► HAUL ROUTE (TWO-WAY TRAFFIC) EXX EXISTING STRUCTURE NUMBER ® EXISTING DROP INLET ® PROPOSED DROP INLET C2 EXISTING FLARED END SECTION EXISTING ENDWALL/HEADWALL/WINGWALL O EXISTING STORM MANHOLE EXISTING AIRFIELD GUIDANCE SIGN R ®G EXISTING RUNWAY THRESHOLD LIGHT 0 EXISTING TAXIWAY LIGHT EXISTING MALSR THRESHOLD BAR LIGHT ? EXISTING MALSR APPROACH LIGHT - STEADY �r EXISTING MALSR APPROACH LIGHT - FLASHING EXISTING WIND CONE ® PROPOSED ROCK CHECK DAM EXISTING STORM DRAIN s EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN - EXISTING DITCH E EXISTING AIRFIELD ELECTRICAL LINE (GE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING FIBER OPTIC LINE F0 EXISTING GLIDE SLOPE CRITICAL AREA --- - — — — — — — -- - EXISTING LOCALIZER CRITICAL AREA ROFA EXISTING RUNWAY OBJECT FREE AREA RSA EXISTING RUNWAY SAFETY AREA EXISTING TAXIWAY OBJECT FREE AREA EXISTING TAXIWAY SAFETY AREA -- PROPOSED RUNWAY & TAXIWAY OVERLAY PROPOSED SHOULDER OVERLAY PROPOSED TOPSOIL, SEED, & MULCH SHOULDER PROPOSED MILLED TRANSITION PROPOSED DEMOLITION PROPOSED DRY SWALE 17 rri-rrrrrrrrr EROSION CONTROL BLANKET EC -2 EXISTING WETLANDS NOTES: 1. STATIONS AND OFFSETS BASED ON BASELINE "R" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO "EROSION CONTROL LAYOUT" FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. 30 0 30 60 SCALE: V=30' FEET REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 3 9711 Farrar Court, Suite 100-�� DRAWN BY: SHEET 7T WPO SUBMITTAL GAR WME Richmond, Virginia 23236 ®pug7ALa PRE IM/NARY- DO NOT USE SITE PLAN 9 DESIGNED BY: phone: (804) 275-8301 # fax: (804) 275-8371 40 FOR CONSTRUCT/ON PJW OF www.deltaairport.comIffic® SCALE: DATE:33 i CHARLOTTESVILLE-ALBEMARLE AIRPORT NO. REVISIONS BY APP. DATE 1 - _ 30 MARCH 2016 iTill LU La -- -� - W -1--4[1 5-- 6 7-1-8-1 --8. 9_ 10-1111,12 SHEETINDEX LEGEND CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA X 918.33 EXISTING SPOT ELEVATION +905.44 PROPOSED SPOT ELEVATION t—► �� HAUL ROUTE (TWO-WAY TRAFFIC) EXX EXISTING STRUCTURE NUMBER EXISTING DROP INLET ® PROPOSED DROP INLET EXISTING FLARED END SECTION EXISTING ENDWALL/HEADWALLANINGWALL O EXISTING STORM MANHOLE EXISTING AIRFIELD GUIDANCE SIGN ReG EXISTING RUNWAY THRESHOLD LIGHT + EXISTING TAXIWAY LIGHT -'- EXISTING MALSR THRESHOLD BAR LIGHT j EXISTING MALSR APPROACH LIGHT - STEADY f- EXISTING MALSR APPROACH LIGHT- FLASHING EXISTING WIND CONE ® PROPOSED ROCK CHECK DAM EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - - - - - - - - - EXISTING EDGE DRAIN/UNDERDRAIN EXISTING DITCH -E EXISTING AIRFIELD ELECTRICAL LINE UGE EXISTING UNDERGROUND ELECTRICAL LINE -FO EXISTING FIBER OPTIC LINE -- EXISTING GLIDE SLOPE CRITICAL AREA TSA REVISIONS BY I APP. I DATE �titizti I•`®A=wWAe���� TSA-- SAWCUT NEAT VERTICAL FACE. MATCH EXISTING GRADE. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com N�I�IIM��r TSA TSA TSA DEL lA 1 PO TSA TSA TSA REHABILITATE RUNWAY 3-21 TSA NOTES: 1. STATIONS AND OFFSETS BASED ON BASELINE "R" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO "EROSION CONTROL LAYOUT" FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. 30 0 30 60 SCALE: V=30' FEET AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET WPO SUBMITTAL GAR / WME PRELIMINARY- DO NOT USE SITE PLAN DESIGNED BY: 10 FOR CONSTRUCTION PJW OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 "' 1.1.1 EXISTING LOCALIZER CRITICAL AREA Z- ROFA- EXISTING RUNWAY OBJECT FREE AREA RSA EXISTING RUNWAY SAFETY AREA -- RSA RSA RSA RSA RSA RSA RSA RSA .�-- RSA RSA TOFA EXISTING TAXIWAY OBJECT FREE AREA P RSA E—(- —F_- —• Q TSA EXISTING TAXIWAY SAFETY AREA f E E F E= -E '' --'---- E --E- - �- =� E — E E E E E E _—E E E– E E— v--7-`E'J ^ -� - PROPOSED RUNWAY &TAXIWAY OVERLAY ... ... .. ' ' ' ' PROPOSED SHOULDER OVERLAY STA 65+58.51, 319.78' RT (BL-J'R") , 1 ` PROPOSED TOPSOIL, SEED, & MULCH _ - SHOULDER x, PROPOSED MILLED TRANSITION PROTECT EXISTING_`�-- -----------' ------ `TOF2 `-"— _ T- _ ' ' ' ' PROPOSED DEMOLITION -- _ _—_._.__--------...�—_-------- —� „�=" — — TOFA _ — -TOFA, - -- -`" `.- �—DROP--INL-ET7O�REMATIT(TYP) — — _ - - T� ___ -" --- - ---- � — '- --- � -_., �,G 24" RTt�' - - •� - - � 7'O 'A ��$E�-�i� C 1.rs r PROPOSED DRY SWALE TOFA — _- "'"_ r--615- _. ---- — � — �-- _...-. ._ E r r rte_-- 17-1-7 TRANSITION TO EXISTING GRADE. `� __ '- --- - - EROSION CONTROL BLANKET EC -2 TOPSOIL, SEED, AND MULCH (TYP) — -- - _ _ _ ` _ -- _ -- -- _ 5 ` -' EXISTING WETLANDS �-ol JJ w TSA _ TSA TSA TSA-- — — T SA -' _ _ TSA 'TSA — — — — T54 — — _ — __ — TSA / — -- Tsa TSA REVISIONS BY I APP. I DATE �titizti I•`®A=wWAe���� TSA-- SAWCUT NEAT VERTICAL FACE. MATCH EXISTING GRADE. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com N�I�IIM��r TSA TSA TSA DEL lA 1 PO TSA TSA TSA REHABILITATE RUNWAY 3-21 TSA NOTES: 1. STATIONS AND OFFSETS BASED ON BASELINE "R" (RUNWAY 3-21 CENTERLINE) UNLESS OTHERWISE NOTED. 2. REFER TO "EROSION CONTROL LAYOUT" FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES. 30 0 30 60 SCALE: V=30' FEET AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET WPO SUBMITTAL GAR / WME PRELIMINARY- DO NOT USE SITE PLAN DESIGNED BY: 10 FOR CONSTRUCTION PJW OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 3 n .1 IV v N O M t0 .--i O N N M C O Q_ 3 rl Ln O M s O LnO M �.4 5 6 7 18 1 9 10 SHEET INDEX EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN r EXISTING DITCH EXISTING AIRFIELD ELECTRICAL LINE (UGE EXISTING UNDERGROUND ELECTRICAL LINE F0EXISTING FIBER OPTIC LINE -- • EXISTING GLIDE SLOPE CRITICAL AREA - — — — — — — — - EXISTING LOCALIZER CRITICAL AREA --ROFA EXISTING RUNWAY OBJECT FREE AREA R5 EXISTING RUNWAY SAFETY AREA n�h REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com D L tl 0 CO SUL , 1 C. WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 SITE PLAN AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 LEGEND CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA X 918.33 EXISTING SPOT ELEVATION +905.44 PROPOSED SPOT ELEVATION �--► �� HAUL ROUTE (TWO-WAY TRAFFIC) EXX EXISTING STRUCTURE NUMBER EXISTING DROP INLET © PROPOSED DROP INLET C� EXISTING FLARED END SECTION o EXISTING ENDWALUHEADWALLNVINGWALL Q EXISTING STORM MANHOLE EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN r EXISTING DITCH EXISTING AIRFIELD ELECTRICAL LINE (UGE EXISTING UNDERGROUND ELECTRICAL LINE F0EXISTING FIBER OPTIC LINE -- • EXISTING GLIDE SLOPE CRITICAL AREA - — — — — — — — - EXISTING LOCALIZER CRITICAL AREA --ROFA EXISTING RUNWAY OBJECT FREE AREA R5 EXISTING RUNWAY SAFETY AREA n�h REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com D L tl 0 CO SUL , 1 C. WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 SITE PLAN AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 EXISTING AIRFIELD GUIDANCE SIGN R SG EXISTING RUNWAY THRESHOLD LIGHT EXISTING TAXIWAY LIGHT ® EXISTING MALSR THRESHOLD BAR LIGHT EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN r EXISTING DITCH EXISTING AIRFIELD ELECTRICAL LINE (UGE EXISTING UNDERGROUND ELECTRICAL LINE F0EXISTING FIBER OPTIC LINE -- • EXISTING GLIDE SLOPE CRITICAL AREA - — — — — — — — - EXISTING LOCALIZER CRITICAL AREA --ROFA EXISTING RUNWAY OBJECT FREE AREA R5 EXISTING RUNWAY SAFETY AREA n�h REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com D L tl 0 CO SUL , 1 C. WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 SITE PLAN AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 EXISTING MALSR APPROACH LIGHT - STEADY - EXISTING MALSR APPROACH LIGHT- FLASHING EXISTING WIND CONE ® PROPOSED ROCK CHECK DAM EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN r EXISTING DITCH EXISTING AIRFIELD ELECTRICAL LINE (UGE EXISTING UNDERGROUND ELECTRICAL LINE F0EXISTING FIBER OPTIC LINE -- • EXISTING GLIDE SLOPE CRITICAL AREA - — — — — — — — - EXISTING LOCALIZER CRITICAL AREA --ROFA EXISTING RUNWAY OBJECT FREE AREA R5 EXISTING RUNWAY SAFETY AREA n�h REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com D L tl 0 CO SUL , 1 C. WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 SITE PLAN AIP NO. JOB NO. 3-51-0004-044-2014 1 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 30 MARCH 2016 3 n a N N N O M �O C, O N N M T O a cepi 3 0 y n Ln O co a0 U CD O Lnn OCD M r -I C E4 82 00 ----------}--------------------+--------- 84 00 -------------------- 4,[5-16-1-7-1-8-1 9 10 11 92 SHEET INDEX LEGEND PROPOSED STORM DRAIN 5tt Ut I AR.A. ALIZER CRITICAL AREA LOC - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN EXISTING DITCH r ` \ � -, �-,,._ � / _ q, ,1:. : :: / / - %" ," , ; ,/ ./ EXISTING AIRFIELD ELECTRICAL LINE — _— — _ _ _ G 1--- ....� CIGE EXISTING UNDERGROUND ELECTRICAL LINE '9::., 1 : 15.22. 615.fi2 15.39.. $# fls:: `61 1 FO _ . _ EXISTING FIBER OPTIC LINE CONTRACTOREMPLOYEE PARKING CSA CONTRACTOR STAGING AREA X 918.33 EXISTING SPOT ELEVATION +905.44 PROPOSED SPOT ELEVATION H �--► HAUL ROUTE (TWO-WAY TRAFFIC) EXISTING STRUCTURE NUMBER 0 EXISTING DROP INLET ® PROPOSED DROP INLET c::1 EXISTING FLARED END SECTION o EXISTING ENDWALL/HEADWALL/WINGWALL O EXISTING STORM MANHOLE EXISTING AIRFIELD GUIDANCE SIGN R(c:J G EXISTING RUNWAY THRESHOLD LIGHT @) EXISTING TAXIWAY LIGHT EXISTING MALSR THRESHOLD BAR LIGHT PC EXISTING MALSR APPROACH LIGHT - STEADY �- EXISTING MALSR APPROACH LIGHT - FLASHING r EXISTING WIND CONE v PROPOSED ROCK CHECK DAM EXISTING STORM DRAIN EXISTING STORM DRAIN TO BE REMOVED PROPOSED STORM DRAIN 5tt Ut I AR.A. ALIZER CRITICAL AREA LOC - — — — — — — — - EXISTING EDGE DRAIN/UNDERDRAIN EXISTING DITCH r ` \ � -, �-,,._ � / _ q, ,1:. : :: / / - %" ," , ; ,/ ./ EXISTING AIRFIELD ELECTRICAL LINE — _— — _ _ _ G 1--- ....� CIGE EXISTING UNDERGROUND ELECTRICAL LINE '9::., 1 : 15.22. 615.fi2 15.39.. $# fls:: `61 1 FO _ . _ EXISTING FIBER OPTIC LINE IN nlh nlh nIh n r NO. K REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com - RSA - RSA i� ii%�/;-%iii%ii/,%%%/TT/%%%/%%�i,T/%%%%%/%%//T%i�///T/�/%�%/T%/i�/l//%lTi; e -ROFA ROFA ROFA ROFA ROf t I/ I/ _- 18 i w w 13 • � ���a�v` .J' .�.��i4m �'� �� /.,�'.re'�.a 111 ROFA L Q 1 PO CO ULA lS, 1 ROFA "'On, �s \ TW "A•, BASELINE "A" � -12+00 OFA WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION u TSA TOFA REHABILITATE RUNWAY 3-21 SHEET INDEX LEGEND EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 13 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33i 1 - 60 MARCH 2016 CE CONSTRUCTION ENTRANCE CEP CONTRACTOR EMPLOYEE PARKING CSA CONTRACTOR STAGING AREA DC DUST CONTROL MU MULCHING PS PERMANENT SEEDING TS TEMPORARY SEEDING H �—► HAUL ROUTE (TWO-WAY TRAFFIC) EXX EXISTING STRUCTURE NUMBER [� EXISTING DROP INLET ® PROPOSED DROP INLET C� EXISTING FLARED END SECTION o EXISTING ENDWALL/HEADWALL/WINGWALL Q EXISTING STORM MANHOLE EXISTING AIRFIELD GUIDANCE SIGN R G EXISTING RUNWAY THRESHOLD LIGHT @ EXISTING TAXIWAY LIGHT C0 EXISTING WIND CONE ® PROPOSED ROCK CHECK DAM 0 PROPOSED CONCRETE CHECK DAM PROPOSED CULVERT INLET PROTECTION ® PROPOSED INLET PROTECTION ALBEMARLE COUNTY STREAM BUFFERS •w� EXISTING STORM DRAIN PROPOSED STORM DRAIN — WIDE - - - - - - - - - EXISTING EDGE DRAIN/UNDERDRAIN DRAINAGE AREA BOUNDARY EXISTING DITCH PROPOSED DIVERSION DIKE --- EXISTING GLIDE SLOPE CRITICAL AREA SF PROPOSED SILT FENCE - — —LOD- LIMITS OF DISTURBANCE - - - -- - - - - - EXISTING LOCALIZER CRITICAL AREA ROfA EXISTING RUNWAY OBJECT FREE AREA RSA EXISTING RUNWAY SAFETY AREA TOFA EXISTING TAXIWAY OBJECT FREE AREA TSA EXISTING TAXIWAY SAFETY AREA PROPOSED RUNWAY OVERLAY PROPOSED SHOULDER OVERLAY PROPOSED MILLED TRANSITION PROPOSED DEMOLITION 7\ \ \ \\ \ PROPOSED DRY SWALE EXISTING WETLANDS SEQUENCE OF ESC - STAGE 1 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION. 3. INSTALL SILT FENCE. 4. INSTALL CHECK DAMS AND DIVERSIONS. 5. INSTALL SEDIMENT TRAPS AND ALL OTHER DEVICES SHOWN. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, TOPSOILING AND GRADING MAY COMMENCE AS SHOWN. 7. THE CONTRACTOR MAY ELECT TO STOCKPILE TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC - STAGE 2. EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 13 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33i 1 - 60 MARCH 2016 =. nI0 LO 0 M U aXi U c W L a C)Lo 0 Z.. �LL X NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com n C*7 SEQUENCE OF ESC - STAGE 1 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION. µ" 3. INSTALL SILT FENCE. 4. INSTALL CHECK DAMS AND DIVERSIONS. 5. INSTALL SEDIMENT TRAPS AND ALL OTHER DEVICES SHOWN. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, TOPSOILING AND GRADING MAY COMMENCE AS SHOWN. zy =1 7. THE CONTRACTOR MAY ELECT TO STOCKPILE 721 TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC -STAGE 2. T T I T T WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION LANDMARK AVIATION REHABILITATE RUNWAY 3-21 EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW 14 SCALE: DATE: 33 CHARLOTTESVILLE-ALBEMARLE AIRPORT 1 - 60 MARCH 2016 ;w Z U?. -_.. —nnCA RnFA RnFd RnFd ROFA '�' d?nFd QnFA RnFA RnFA P TOFA ^1 LO 0 l"1 Ln 0 0 0 TOFA XNO. REVISIONS BY APP. DATE LOD TOFA 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com EXISTING TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT EXISTING CONCRETE APRON PAVEMENT / ARFF 7- / TERMINAL DLA 1 0 CO SU! TA , 1 0 REHABILITATE RUNWAY 3-21 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION. 3. INSTALL SILT FENCE. 4. INSTALL CHECK DAMS AND DIVERSIONS. 5. INSTALL SEDIMENT TRAPS AND ALL OTHER DEVICES SHOWN. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, TOPSOILING AND GRADING MAY COMMENCE AS SHOWN. 7. THE CONTRACTOR MAY ELECT TO STOCKPILE TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC - STAGE 2. 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 WPO SUBMITTAL EROSION & SEDIMENT DRAWN BY: GAR /WME SHEET PRE /M/NARY - DO NOT USE 15 FOR CONSTRUCT/ON CONTROL LAYOUT STAGE 1 DESIGNED BY: O f PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 ill= 60 MARCH 2016 PROPOSED MILLED TRANSITION PROPOSED DEMOLITION \\ \\ \\ \\ \\ PROPOSED DRY SWALE EXISTING WETLANDS SEQUENCE OF ESC - STAGE 1 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION. 3. INSTALL SILT FENCE. 4. INSTALL CHECK DAMS AND DIVERSIONS. 5. INSTALL SEDIMENT TRAPS AND ALL OTHER DEVICES SHOWN. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, TOPSOILING AND GRADING MAY COMMENCE AS SHOWN. 7. THE CONTRACTOR MAY ELECT TO STOCKPILE TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC - STAGE 2. 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 WPO SUBMITTAL EROSION & SEDIMENT DRAWN BY: GAR /WME SHEET PRE /M/NARY - DO NOT USE 15 FOR CONSTRUCT/ON CONTROL LAYOUT STAGE 1 DESIGNED BY: O f PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 ill= 60 MARCH 2016 a a CD 0 M 0 M C) 0 N N M 0- a m V) W n 0 M .ti U C> 0 Ln0 M r_ InrA / 4- =___ �--_= `-=_ =--=-==_==_ —=_ ---= ti 1)I1►IIIIIIIIII{ I I VIII II I{I !IIIA /////// // �L � js -- �_`__===_�—'a—="���II! IIII{I I I I I IIIIIIII! illlll ///tel L ====== == ��-_==__= = —= J�1► �I1� 1 I I 1 I III`ll IIIII II`�\�—__—_—__-___=_==_= =_: nor _ =P 615 ___ —=— 13 '14 a I LO CD CD I 0 A VE REL Ik \10 fl III I I REVISIONS BY 1 APP. 1 DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com SEDIMENT TRAP DESIGN SUMMARY WET WET WET DRY DRY DRY OUTLET DAM DAM TOP TRAP DRAINAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE LENGTH HEIGHT WIDTH BOTTOM DAM TOP DIMENSIONS BAFFLE(S) NO. AREA (AC) REQUIRED PROVIDED ELEV REQUIRED PROVIDED ELEV (FT) (FT) (MIN) ELEV ELEV REQUIRED (CY) (CY) (CY) (CY) 5 2.41 162 169 611.89 162 162 612.6 15 1.71 2 610 613.6 82' x 34' x 3.6' NO 6 2.47 166 169 611.89 166 174 612.65 15 1.76 2 610 613.65 83'x 36'x 3.65' NO D 1'ILI0' WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION REHABILITATE RUNWAY 3-21 VVIVIIvI lvV "/- VI IV vIY. 7. THE CONTRACTOR MAY ELECT TO STOCKPILE TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC - STAGE 2. EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 600 60 120 SCALE. 1"=60' -60r FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF PJW 16 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 1 - 60 MARCH 2016 0 a 0 Q J U W L0 Co M Z 1(D ROFA ROFA ROFA ROFA 15" RCP ROFA ROFA ROFA i° — ROFA ROFA gyp. ,S�,Rcp o �'►_ 2 �! a 091 , CP ry o C1 7 nr2 REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com 0 WPO SUBM/TTAL PREL/M/NARY - DO NOT USE FOR CONSTRUCT/ON ft. " REHABILITATE RUNWAY 3-21 1. INSTALL CONSTRUCTION ENTRANCES. 2. INSTALL INLET PROTECTION. 3. INSTALL SILT FENCE. 4. INSTALL CHECK DAMS AND DIVERSIONS. 5. INSTALL SEDIMENT TRAPS AND ALL OTHER DEVICES SHOWN. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, TOPSOILING AND GRADING MAY COMMENCE AS SHOWN. 7. THE CONTRACTOR MAY ELECT TO STOCKPILE TOPSOIL IN THE STOCKPILE AREA SHOWN ON SHEET 18. 8. STABILIZE THE SITE AS GRADING IS COMPLETED. 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, PROCEED TO ESC - STAGE 2. EROSION & SEDIMENT CONTROL LAYOUT STAGE 1 60 0 60 120 SCALE: 1"=60' FEET AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME 17 DESIGNED BY: OF PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 ill= 60 MARCH 2016 1 0 a 0 a J 3 U U3 W r U) 0 v b Z 0 /�� .�rr1r� �-�- �� �_ '-•ted � / I I I I //iii/'ii � % � = r r - _— — -- � �-- /�---.'��'� \ \\.�`•�\�\\ \ \ � _.._. SOD— . C=LOD 40 \\\ 11 \\\ ooA X\\\� ELECTR\& \\\ / / /I I (111111111 i1{11111 1I� I �� JIJJII JJ VAULT I111 / `(1111 III /�'"fIJIIII►1111111111111111 I I ( ` 1 / I�111111! �// \�� / 11111` 111 _ � / / / / / /� I ►III ; -��1=.1111 1 \ � i � - / �L SF SFS SF � SF SF SF SF — SF I D IIII ILo � —� \ LOD-� _ = LOD- IIII 11'1 \ // \ I \ LL 'i LL i .o DFA -P0FAV F_1 ROFA 0 LL LL LL- — —L 1 LINnIDES-OF-HAUt ROAD- — SILT FENCE AS ORDERED BY ENGINErR O J� LSO --�—SRA~~" �— FaH -- — SRA - �_ ._"- ---• -..� `-'" ...-,� ^,� I ~� ` •`"" .rte -� � -� ti .�. �"- '-•� .�- �� �� � �_ �� � � \ I a IFI F0 I — — OD— — —LOD— — =-CDD— — — -_——LOD—_- -LOD--4-LOD`-------LQQ— — —LOD— --LOD-1- / , ; j + �` t I tl I ,,..._... ._.._. - - - __ I I + , • I ,-_• -� / � , , • , \ \ \ � \ \�. /// 1 jjiJl /l 11 /// 1 III �t1ll J , - - - / 1 / I \ / w -- L f/ �\ \ 1 I 1 l \ \ \ -- / / i 1 _ // 1l \ /- -� f - ` �f '"'.--////�J//, / / / jL TT 500 � I / // _ _ ��� \ \ ,` �� •` . V 525 - „/.- �i J J �� �- = r =� \ 1 I ll I r� // _ \ - _ , -- \� \ 1 III I I t I - �/,,,_,, \ 1 ) III �\1 -� \ �`_ / -� I;�l IIJ II I�IIII►III 52D _•' f!�: ///// � / � //// -�' �\ �� � / I I IIIIII (�( \�\\, _...� \ \ \ ���-` -= -=__ - � _-- ._.- - _ � J I I } I I / .�___=-_ J� �/ � ; ✓///ri/iiff 1111111 � IIIIIIIIIII {Ilr �>>� \i \ \ \�� t��=--=_-_== _-____ __�=___1 i II _- - ` ; � � j.-- � III (////� III I III IIII l� I I I r' --• _� \ 1 I I - - _.._ _ - c -_.__ .-, � 1 } III 16 �-- 3 � \ I1 1111 4: �J/ I I I I I! i BASIN E f 1 1 I I 1 1 1 I I NOT : CONTRACTOR EMPLOYEES I I _== �-� i ( IIIIi 11 111 1{ III IiIIIIII II} I �� I 1 ///I I{ III IIIA r 1 I I! I BASIN D 1 I I I I IIIIIIIII 11 1 11 I I I { / / 1 AND EQUIPMENT UST I I III J I i REMAIN ON coNc ETE ARFF I l (I 1 11111( TRAINING PAD AT ALL TIMES. IIII (111111 =. 18 I I I I ( EXISTING I III I I (IIII III` PRESERVE AND PROTECT IIII J I I ( 11 1II1I I IIIIIIIIII I IIEXISTING BIOFILTER MIX BIOFILTER MULCH, AND PLANTINGS, I I OCSA 1(Jill1 I III NO SEDIMENT PERMITTED. I 11I 1I 1( I lIii 1-3714 A _ _1 ,7 -_ - / i1 III •/ 1 1 I I .�-� IIIIIII !IIII II I I I o I I I I I I I II I ARFF TRAINING PAD! PRESERVE AND PROTECT I IIIII1 h,, I II IIIiJJJ1�^IEXISTING l EXISTING BIOFILTER MIX, IIII !II IIIII ! _ JI, t I I I I / I i I I I ( ►I MULCH, AND PLANTINGS. I I III I "I I I I I 1� 111 Ill J// B�OFILTE�,I I III } I CLEAO OUTLET STONE. I I I IIIIIII } { { SHEET INDEX 1 1 I I I IIII (� NO SEDIMENT PERMITTED. II I I I I I MUCK OI�Ij� jR�B�Cl\� ill REMOVE AND REPLACE ( I I I 1 (I I I LEGEND I I AT BE IN 1NQ AN�� ` � — ( I I i STONL AS REQUIRED TO i { 1 END�C f b' ECT —� _ -"'' ,/ % r / \ ( I I 1 PROVIDE ADEQUATE FLOW I I (I ((} I I I 1 ! / J _ 11 ' I I I LO —LOD— ` ~�/ I I } 1 TO D�WATER FOREBAY `� i CE CONSTRUCTION ENTRANCE '�, WITHIN � 24 HOURS CONTRACTOR EMPLOYEE PARKING //// FOLLOWING A RAIN E \ \ \1 0 \ \ CSA CONTRACTOR STAGING AREA - SII/►I�\�\ //� J , \\� CP DUST CONTROL -- ! MULCHING \ —=LO —"- — — — — � IIIIIIII --- � _,-,_---'..--/-� _ _ __ t�4 LOD _ �^ I I �. ..- aL? r-` —Lfl6— — �— /// %J1 -, , PS PERMANENT SEEDING OUTLET STC7NE. ^IiIIIIII \ TOPSOIL\ 1 I / �--►/ t--► �/-/-► �—► / T\�L\��1j "- _ ` ' ,� TS TEMPORARY SEEDING CLEAN t / / „ 5S \\ / GE REMOVE AND RE LACE / I I I I I I \STOCKPIL jjI / f Jt----► �—► HAUL ROUTE (TWO-WAY TRAFFIC) /STONE AS REQ,61RED TO III 1 I !11'! _ PROVIDE AD�QUATE FLOW / I I } l i i \ \ 1 I / / / p� I 11 \ , Exx EXISTING STRUCTURE NUMBER TO DEWATf R FOREBAY MUC\< OST �OREBAY / WITHIN 2 HOURS / 1 I I ' / / / I I / '% ` \t- __- ❑ EXISTING DROP INLET / ,, FOLLOWtN A RAIN EVENT. I I I I \ ` I / (I' I I ` ~- ,,, / \ AT GINNIN AND / G I I I I / J / ✓ % I r J / 1 �- ® PROPOSED DROP INLET ENDO Pf�OJCT / / 1) IIII \ 1 / i J Y __ ��rIJ' l �1� 1- -- -- / EXISTING FLARED END SECTION / '00 o \ \ \ __ ''� \ \ I �� / IIIIIII _ _ — DC O M / Il J J lI 11 /I 1 I I I - ' EXISTING ENDWALL/HEADWALLMINGWALL \ \ I / I I (III H I--► � / � I �1+' I t 11 .,,\ i I I � � ,i 0 EXISTING STORM MANHOLE n I I I I I I MATERIAL / EXISTING AIRFIELD GUIDANCE SIGN STOCKPILE AREA 40,000 $F/ 1 ! /� 1 \ I/ -j R e G EXISTING RUNWAY THRESHOLD LIGHT / / Illilllll II \ ice. t / / I 1 / 1 / o / I /I I I \ \ / ✓/ EXISTING TAXIWAY LIGHT EXISTING WIND CONE - 608 l/� �'��/ PROPOSED ROCK CHECK DAM ///f/�//, PROPOSED CONCRETE CHECK DAM \ \ �\t �h/// ''� PROPOSED CULVERT INLET PROTECTION C-) ri//i/ ® PROPOSED INLET PROTECTION 609 ALBEMARLE COUNTY STREAM BUFFERS \ \ \ \} (I / ll'l/_ __._ EXISTING STORM DRAIN p \ \ \ I i ( MATERIAL STOCKPII/E AREAS DARIE TBEO�I II1I IIIIMATERIAL 1II II( I /`l f PROPOSE D STORM DAN EXE MAXIMUM NT STOCKPILE p Ott 'AT POSSIBLE. ONLY/THE MINIMUM \AREA /I/l////lIlI//%l________EXISTING EDGE DRAIN/UN DE RDRAIN STOCKPELEARA DISTbRBANCE ECESSARY`o{50'X 200' �20'x 200' WILL BE PERMRTED. LIMITS OF DRAINAGE AREA BOUNDARY STURBANCE EPRESENY EXISTING DITCH B UNDARY WITHIN WHICk O DC' MU \ \ I TOCKPILES,AND ACC S MUST// I � C�\�J l lI/ II// II PROPOSED DIVERSION DIKE \ \ (I EMAIN. SEDIMENT FR M ESC \ \ \ \ \ I1 I I III \ \\ I I % ii l /l/Il /l 111II / I—• EXISTING GLIDE SLOPE CRITICAL AREA /MEASURES'MAYBESP EAD COUT OMPL(ET ON ALOSOILS TO BEZ SF PROPOSED SILT FENCE \ - \ I CONSOLIDATED A�ID , IIIIIIIII \ I / / /,�/�J� i/J////// J ,/f f/,! /// 1/ // // I/// /I l/ LOD LIMITS OF DISTURBANCE \ STABUZED/ -- - - - - - - - - EXISTING LOCALIZER CRITICAL AREA ROFA EXISTING RUNWAY OBJECT FREE AREA o/ ( ""K`�/iii �/i ii/iJ�� � ijJi I /Jii i J//J % f/f / I //// /// / / / / RSA EXISTING RUNWAY SAFETY AREA \ VOD /► H D// /// ��/X TOFA EXISTING TAXIWAY OBJECT FREE AREA — LOD— — —LOD— — —r z= — —LOD= ' -COD _-I—LOD— —i I ` %/�'/// // /// �, \ _ .rte - LOD �////// �,,////, -' J JJ �/ / , i/ � // / '� ` � -� TSA EXISTING TAXIWAY SAFETY AREA PROPOSED RUNWAY OVERLAY PROPOSED SHOULDER OVERLAY % \ \ / / ( 1111 I \ / Baa/i/// / //////j // 1 j / //r'/ / /` _ -- i / PROPOSED MILLED TRANSITION } , I i I j ///,,� /r, -/� :%%./ire /i i,�' //r '�i '� / / ,, ' �- o ,• r / ,-- ,r.�' / Jj — — — � -, � � f , PROPOSED DEMOLITION \\ \\ \\ \\ \\ PROPOSED DRY SWALE LOSEDIMENT TRAP DESIGN SUMMARY „ \ \ I I � I I I I I � �-��,-!moi.•, ,%,���,- iii/ii/ /i '%iii /i =- -' _ li'-// !- �-- ..i---..%! - w , ET WET DRY DRY \ I I / / I '/ /, /f///// �'j %/ -- `//// / / /'// — EXISTING WETLANDS 3 WET DRY OUTLET DAM DAM TOP \ % I (/ //� /j l//�a/// �j %/ '/� '� ` /// ,!-' '`j"/ �//moi �� `\\ \` \ 1� I / X TRAP DRAINAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE LENGTH HEIGHT WIDTH BOTTOM DAM TOP DIMENSIONS BAFFLES) \ / / 1 I I I �' // // // 5 // r/ //� / ,�.-- G / // // / //jam �- ,--�� \\\\ \\ // % / SEQUENCE OF ESC -STAGE 1 o NO. AREA (AC) REQUIRED PROVIDED REQUIRED PROVIDED ELEV ELEV REQUIRED o ELEV ELEV (FT) (FT) (MIN) \ \\ \ \�\\\\z(CY) (CY) (CY) (CY) 1. INSTALL CONSTRUCTION ENTRANCES. // / / [-� % /// % /''/ j �i// ® \\�,\\\ 2. INSTALL INLET PROTECTION. \ I I / I / //ii /iii �. i-' - / / 7 2.30 154 156 617 154 161 619.1 14 3.1 3 614 620.1 78.4'x 37.4'x 6.1' NO \ \ / / //�/// /// �`// /i/ // // / / /// / / �'/� �!/'rte III I I { j / / // j 3. INSTALL SILT FENCE. /ii ////o��/�/ /r---//J�///// ; < �f%I J I llI (� / //fj �'' 4. INSTALL CHECK DAMS AND DIVERSIONS. ,�� / /// I / 5. INSTALL SEDIMENT TRAPS AND ALL OTHER NOTE: I �/// /// //,// ////i / , r 1 11 /rl/I///.•♦ ,18 �,� DEVICES SHOWN. \ l / / /� J/fi' / // . lj!/ l/ / Il� l l i J 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC I / ///j/// //� //// �� /ter-// 1 0 1. NO DISTURBANCE PERMITTED INSIDE THE I l / /// // // / / / % // `"i tel- -�1 1 1111 ( ` f/ 11 11 l / / INSPECTOR, TOPSOILING AND GRADING MAY STAGING AREAS OTHER THAN TO INSTALL =_� �-- �� -� ///z // / J J /JJ f 1 I } t`l\\ \\\, ♦'♦ m /IIII /III l , l 11 lI / / / / / COMMENCE AS SHOWN. l / //ff //j //// �/ / J�'/// - -i'- 11 II 1 1111 \ l Il l / / /� EROSION AND SEDIMENT CONTROL MEASURES. `----= `- � // / / / / J / / / \1 ' t \\�\\\\ \�\ ♦ ' ` hIl lI l l / I I / / 7. THE CONTRACTOR MAY ELECT TO STOCKPILE /// /// / // / % /� / j �/ \\ „ \ , ♦ ! �s % 11 / TOPSOIL IN THE STOCKPILE AREA SHOWN ON LIMITS OF DISTURBANCE REPRESENTS LIMITS OF - -,� = --` �' --= /// / f / / / / / r ,- \� 1 , \\\\\\\ \\\ ♦3 ,� /III// lI I l / I / / / f /� / " _` -� -4 SHEET 18. 3 STOCKPILING AND STAGING AREA. ALL AREAS TO _ -- �-- --� �- - -_/// i /� / % / //,/ / v /j/J//,-`'`\\ \\ \\ o `\% `♦ _ ^` _ a _ _ '�- ✓ / / / / / / 1 \ \\ ' llI l 11 l o BE SEEDED, MULCHED, AND RESTORED UPON ///�L\ \ \ \ \�\\ \\\\ ♦ 1 / / I / / / / 8. STABILIZE THE SITE AS GRADING IS COMPLETED. _ _ --- _- _--� /// / f f L_ / J \ 1 \\ \ •♦ ,� l �>l lI 11 / l l 11 / / f /j f /� / / / / / / ,� ) / J j/ /ice,,\ \\\� J ,� 10 \ \ \ \� \\\\\\\\\\\\ IIII 11 l l PROJECT COMPLETION. -- -� -- = = ---� -' % / / / / / / / / / / �' \\ ♦ 1 , / / / / 1- 9. UPON WRITTEN APPROVAL OF THE COUNTY ESC --- --..'� `' -`' --` ~-`` 5 f/ / % / f f f /// / / i✓ J //J //i' \ \ �-' \\ \\ \\ \\ `� f/ �l lI /I l /l lI I / INSPECTOR, PROCEED TO ESC -STAGE 2. v -- - _ ♦ 1 / -_ / / / /f / / � / /// // / JJ//JJ///� \\ \\\\ \ \\\ \ \ / IIII I I Ill 11 zz zz 52� 1 // / / / / f / I l I \ �t \\ - //// %z//// /x-71 1 J�l�I\ �\ \� = f //// \\ \�\\ 60 0 60 120 \\ _^-- - --'/ i /// / / SCALE: 1"=60' FEET CD N REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 3 9711 Farrar Court, Suite 100 ,12)p DRAWN BY: SHEET idl WPO SUBMITTAL Richmond, Virginia 23236 ® \ PREIM/NARY-DO NOT USE EROSION & SEDIMENT GAR/WME T DESIGNED BY: 1 8 phone: (804) 275-8301 # fax: (804) 275-8371 iL�:....,,% FORCONSTRUCT/ON CONTROL LAYOUT STAGE 1 PJW of www.deltaairport.com ® © SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT33 y NO. REVISIONS BY APP. DATE V = 60 MARCH 2016 ROFA i! ROFA ROFA j ROFA O O / 1 ROFA ROFA ROFA ROFA ROFA �IPRESERVE AND PROTECT EXISTING GLIDE SLOPE !�jll'i'jr-- �� I� RSA RSA RSA +A � i RSA RSA — RSA RSA RSA RSA RSA — 0 � o GLIDE SLOPE ACCESS ROAD o , ---„------ _ --- --------------------------- SHEET INDEX LEGEND m 3 2 a CL 0 LO 0 0 3 1p 0 a 0 3 D 2 a n 0 U - x NO. REVISIONS BY APP. DATE SEQUENCE OF ESC - STAGE 2 1. TEMPORARILY STABILIZE ALL STAGE 1 GRADING. 2. UPON WRITTEN APPROVAL FROM THE COUNTY ESC INSPECTOR, INSTALL STAGE 2 MEASURES AND REMOVE/MODIFY STAGE 1 MEASURES. 3. UPON WRITTEN APPROVAL FROM THE COUNTY TT T ESC INSPECTOR, TOPSOIL AND GRADING MAY COMMENCE STAGE 2. REMOVE ALL SE COLLECTED SEDIMENT. 4. STAGE 2 DOES NOT CONTAIN SPACE FOR TEMPORARY STOCKPILE OF TOPSOIL. SEE SHEET 18 FOR ACCEPTABLE LOCATION. 5. STABILIZE SITE AS GRADING IS COMPLETED. 6. UPON WRITTEN APPROVAL OF THE COUNTY ESC INSPECTOR, REMOVE ALL ESC MEASURES AND COLLECTED SEDIMENT. °°iI 1T T T T 777 0 LANDMARK AVIATION 60 0 60 120 SCALE: 1"=60' FEET REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 10) nnoo 3-51-0004-044-2014 13057 9711 Farrar Court, Suite 100 DRAWN BY: SHEET Richmond, Virginia 23236 �, \ LeL U0 WPOSUBM/TTAL EROS10111 & SEDIMEI\IT GAR /WME PREL/M/NARY- DO NOT USE DESIGNED BY: 19 phone: (804) 275-8301 # fax: (804) 275-8371 FOR CONSTRUCT/ON CONTROL LAYOUT STAGE 2 PJW of www.deltaairport.com. Q © CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE. DATE. V = 60' 1 MARCH 2016 of N co J 0- 0 N M J a. N _A M J IL n�J NO - EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: 1. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT CHARLOTTESVILLE-ALBEMARLE AIRPORT IS TO OVERELAY THE RUNWAY AND A MAJORITY OF THE TAXIWAYS WITH 3" OF ASPHALT. THE OVERLAY OF THE PAVEMENT WILL REQUIRE MINOR SHOULDER ADJUSTMENTS. ADDITIONAL GRADING WILL BE COMPLETED INSIDE THE INFIELD OF TAXIWAYS B AND C TO BRING EXISTING GRADES INTO COMPLIANCE WITH FAA SAFETY AREA STANDARDS. RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BY SILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES. 2. EXISTING SITE CONDITIONS THE PROJECT SITE INCLUDES THE RUNWAY AND TAXIWAYS, GRASS INFIELDS BETWEEN THE RUNWAY AND TAXIWAYS AND THE GRASS SHOULDERS ADJACENT TO THE RUNWAY. ALL GRASS AREAS THAT ARE A PART OF THE PROJECT SITE ARE RELATIVELY FLAT AS THEY MUST MEET FAA GRADE STANDARDS. THE PROJECT SITE IS APPROXIMATELY 25.38 ACRES IN SIZE. AN EXISTING CONCRETE PAD LOCATED ON AIRPORT PROPERTY IS PROPOSED TO BE USED AS A STAGING AREA. THERE SHALL BE NO DISTURBANCE TO THE GRASS AREAS ADJACENT TO THE CONCRETE PAD. 3. ADJACENT PROPERTY THE CHARLOTTESVILLE-ALBEMARLE AIRPORT IS LOCATED WITHIN ALBEMARLE COUNTY, VIRGINA APPROXIMATELY SEVEN MILES NORTH OF THE CITY OF CHARLOTTESVILLE. THE AIRPORT IS BOUNDED ON THE SOUTH AND EAST BY STATE ROUTE 606 AND ON THE WEST BY ROUTE 743 AND RESIDENTIAL AREAS PREDOMINATELY ZONED RA (RURAL AREAS) TO THE NORTH AND WEST. THE SITE OF THE PROPOSED CONSTRUCTIONIS WITHIN THE BORDERS OF AIRPORT PROPERTY. 4. SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE PROJECT AREA: q 3 -_ L\� .�, �^„Y' _ t. W %'�� �,S w`,w� _ �t f � --• � .,4. Y - �� _ - '�' yk„r"r [--"^"•" _ ",.°Y `. ifi. �k E ,, l .•4 _ _ jdrp�r,� a r%kr, 'n!,l"'' r""i- . - "4� - ter--, v ,�r"' - ----- r.'• � :.- s>� .-`, ��.. � ..,_,r- � '� .,' ' M1j w s � '. r�.:a _ ,�...,.' -. - . r � d'��,r u., r' - : f py IP Alr IV - r e S Y" 1 oil 4B - ASHE LOAM, 2 TO 7 PERCENT SLOPES, GENTLY SLOPING, AND SOMEWHAT EXCESSIVELY DRAINED. PERMEABILITY IS MODERATELY RAPID, SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE. 14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES, STRONGLY SLOPING, AND WELL DRAINED. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES, WELL DRAINED, AND GENTLY SLOPING. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS MODERATE. 36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY SLOPING. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 36D - HAYESVILLE LOAM 15 TO 25 PERCENT SLOPES, WELL DRAINED AND MODERATELY STEEP. PERMEABILITY IS MODERATE. SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, WELL DRAINED AND STRONGLY SLOPING. PERMEABILITY IS MODERATE, SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES. PERMEABILITY RANGES FROM MODERATELY RAPID TO SLOW, SURFACE RUNOFF IS MEDIUM TO VERY RAPID. THE HAZARD FOR EROSION IS MODERATE TO VERY SEVERE. 5. CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. TEMPORARY SEDIMENT TRAPS WILL BE USED TO PROTECT OFFSITE AREAS FROM SEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED FILL SLOPES ASSOCIATED WITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE. 6. EROSION AND SEDIMENT CONTROL MEASURES a. AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), LATEST EDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND MULCHING OF PERMANENT SEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM FOR "EROSION AND SEDIMENT CONTROL." PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING WILL BE MADE UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTION PHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THIS PROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK. b. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNWORKED) FOR LONGER THAN THIRTY (30) DAYS. SOIL STOCKPILES MUST BE STABILIZED OR PROTECTED WITH SOIL STABILIZATION AND/OR SEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS. C. PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. (MS -3) d. PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. (MS -19) REVISIONS BY I APP. I DATE e. SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHER MEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST STEP IN GRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. (MS 4-6) f. CUT AND FILL SLOPES MUST BE CONSTRUCTED IN A MANNER WHICH WILL MINIMIZE EROSION (VESCH STANDARD SPECIFICATION 3.29). SLOPES WHICH ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF CONSTRUCTION MUST BE PROVIDED, BY THE CONTRACTOR, WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. (MS -7) g. WHENEVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) BY RUNOFF OR VEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVED AND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THE TEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS. (MS -17) h. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. I. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER THE FINAL SITE STABILIZATION IS ACHIEVED OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THE ENGINEER. (MS -18) j. SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN AREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER. k. ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCH STANDARD 3.07, STORM DRAIN INLET PROTECTION). (MS -10) I. THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE ALBEMARLE COUNTY EROSION CONTROL OFFICER AND POST THE REQUIRED EROSION CONTROL BOND. m. TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NO MEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. ALL STOCKPILES SHALL BE STABALIZED OR PROTECTED BY SEDIMENT TRAPPING DEVICES. (MS -2) n. TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 0. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF STANDARD VESCH (STANDARD SPECIFICATION 3.10), "TEMPORARY FILL DIVERSION" AT THE TOP OF EACH UNPROTECTED FILL SLOPE FOR THE DURATION OF THE PROJECT. THE TEMPORARY FILL DIVERSION SHALL DIVERT THE STORM WATER RUNOFF TO AN APPROPRIATE SEDIMENT TRAPPING DEVICE IF LADEN WITH SEDIMENT. (MS -8) 7. STRUCTURAL PRACTICES a. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLIC ROADWAYS. b. SILT FENCE - 3.05 THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BY THE ENGINEER. C. STORM DRAIN INLET PROTECTION - 3.07 ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURING CONSTRUCTION. d. CULVERT INLET PROTECTION - 3.08 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. e. TEMPORARY DIVERSION DIKE - 3.09 THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. THE DIVERSION DIKE SHALL SERVE TO DIVERT SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE. f. TEMPORARY FILL DIVERSION - 3.10 THIS DEVICE SHALL BE INSTALLED AS ORDERED BY THE ENGINEER ALONG THE TOP SLOPE OF ACTIVE FILL EMBANKMENTS TO DIVERT RUNOFF AWAY FROM UNPROTECTED FILL SLOPES. g. TEMPORARY SEDIMENT TRAP - 3.13 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. h. TEMPORARY SEDIMENT BASINS - 3.14 THESE DEVICES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO DETAIN SEDIMENT -LADEN RUNOFF FROM WATERSHEDS GREATER THAN THREE (3) ACRES FOR A SUFFICIENT TIME TO ALLOW MOST OF THE SEDIMENT TO SETTLE OUT. L CHECKDAMS - 3.20 THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALL BE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBY REDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaairport.com 8. VEGETATIVE PRACTICES a. SURFACE ROUGHENING - 3.29 SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF THE METHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLY ROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING. b. TOPSOIL STOCKPILE - 3.30 TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BE PERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZED STOCKPILE. C. TEMPORARY SEEDING - 3.31 THE SEDIMENT BASIN EMBANKMENT, TEMPORARY DIVERSION DIKES, TOPSOIL STOCKPILES, AND ALL AREAS TO BE ROUGH -GRADED DURING THE INITIAL PHASE OF CONSTRUCTION SHALL BE PROTECTED WITH ADEQUATE SEDIMENT BARRIERS AND SEEDED WITH FAST -GERMINATING, TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE APPROPRIATE SEED MIXTURE WILL DEPEND UPON THE TIME OF YEAR IT IS TO BE APPLIED. 9. MANAGEMENT STRATEGIES a. CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. b. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. C. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. d. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. e. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 10. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS T-901 AND T-908. 11. STORM WATER MANAGEMENT INSTALLATION OF A STORM WATER DETENTION AREA WILL REDUCE THE PEAK RUNOFF OF THE CURRENT SYSTEM. 12. MAINTENANCE IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR. a. THE INLET PROTECTION DEVICES SHALL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. b. THE GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. C. THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION. d. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS IS MAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED. e. ALL SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE INSPECTED FOR DEPTH OF SEDIMENT. THE CONTRACTOR SHALL PROMPTLY REMOVE BUILT UP SEDIMENT WHEN IT REACHES THE STAKES SET AT THE CLEANOUT ELEVATION AND AT THE END OF THE PROJECT. 13. SEQUENCE OF CONSTRUCTION 1. CLEARY MARK AREAS THAT ARE NOT TO BE DISTURBED 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS 3. INSTALL SILT FENCE AS SHOWN ON THE PLANS 4. INSTALL INLET PROTECTION 7. INSTALL TEMPORARY SLOPE DRAINS AND STONE CHECK DAMS 8. INSTALL TEMPORARY SEDIMENT TRAPS (PHASE 1) 9. BEGIN GRADING (PHASE 1) 10. STABILIZE SITE 11. INSTALL TEMPORARY SEDIMENT TRAPS (PHASE 2) 12. GRADE AND CONSTRUCT CHANNELS AND DRY SWALES 13. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS GRADING PROGRESSES 14. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. 13. COMPLETE FINAL GRADING 14. IMMEDIATELY AFTER ACHIEVING FINAL GRADE, SEED AND MULCH ALL DISTURBED AREAS 15. UPON STABILIZATION OF ALL UPSTREAM AREAS, CONTRACT THE LOCAL EROSION CONTROL OFFICER FOR INSPECTION. AFTER APPROVAL, REMOVE THE EROSION AND SEDIMENT CONTROL MEASURES AND ACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF MATERIALS OFF-SITE AS ORDERED BY THE ENGINEER. REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. NNE 3-51-0004-044-2014 13057DRAWN BY: fippl�pl�,,,/ WPOSUBM/TIAL EROSION &SEDIMENT GAR /WME SHEET PREL/M/NARY- DO NOT USE DESIGNED BY: FOR CONSTRUCT/ON CONTROL NOTES P, 20 W OF ® ©SCALE: DATE: 3 3 CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE MARCH 2016 N 0 a 0 Q J 3 z U) W U7 0 0 co L n NO. PAVED CONSTRUCTION ENTRANCE FOR EROSION CONTROL PLANS STONE -----70' MIN. CONSTRUCTION 3-51-0004-044-2014 ACCESS 3" SM -2A ASPHALT TOP B WASHRACK (OPTIONAL) COURSE EXISTING 10' MIN. 2% f ? :- VPAVEMENT r 6" MIN. 21A AGGREGATE BASE pppp P kOL TO' MIN. STONY 33 CONSTRUCTIONASPHALT PAVED ACCESS A WASH'RACK r EXISTING 2%2% PAVEMENT _ 12% 12 AN. * *MUST EXTEND FALL WIDTH- POSITI E DRAINAGE k TO SEDIMENT OF INGRESS AND EGRESS TRAMPING DEVICE OPERATION PLA ,! I POSITIVE DRAINAGE 12' MIN. ` 0-1 POSMVE DRAINAGE 10' MIN. 2% TO SEDIMENT 1TRAPPtNG B TO SEDIMENT _.. DEVICE FILTER CLOTH-' SECTION A -A A ininfintun water tap of 1 inch niust be installed «ith a inin nitun 1 inch ballcock shtltoffVahre supphing- a wash Dose v ith a dianneter of 1.5 inches for adequate constant pressure. NVash Nx ater niust be carried a"ay frons the entrance to an approved settlin- area to reinove seftlent. Ali sedunextt shall be pi-evelited fi-ollt entering stonn drains, ditches or %vatercourses. PAVED WASH RACK NO SCALE NOTE: PAVED WASH RACK SHALL BE USED AT ALL LOCATIONS WHERE HAUL ROUTES LEAVE AIRPORT PROPERTY. TEMPORARY DIVERSION DIKE Compacted Soil 18" min. . < .-Flow I- 4.5' min. ----'I SOURCE: VA. DSWC PLATE 3.09-1 MINIMUM TOP WIDTH (N') REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) SOURCE: VA. DSWC REVISIONS BY APP. I DATE STONE C ONS TR UC TION ENTRANCE 70' MIN. EXISTING PAVEMENT Al 5:1 �n1 ��ncj a FILTER CLOTH 6" MIN. q MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND SECTION A -A 6'-7" REINFORCED CONCRETE" DRAIN SPACE SECTION B -B 3.02 NOTE: VESCH STANDARD CONSTRUCTION ENTRANCE IS TO BE INSTALLED AT LOCATION INTERIOR TO THE AIRPORT PROPERTY. SEE PAVED WASH RACK DETAIL FOR ENTRANCES THAT LEAVE AIRPORT PROPERTY (I.E. ACCESS PUBLIC AND/OR PRIVATE ROADWAYS). TEMPORARY SEDIMENT TRAP VARIABLE ORIGINALVARIABLE GROUND ELEV. 1.0' W J M 67 CU. YDJACRE r? ry Cv I(EXCAVATED)YD./ACRE I4' MAX FILTER "COARSE CLOTH * SEE PLATE 3.13-1 AGGREGATE CLASSI RIPRAP CROSS SECTION OF OUTLET CLASS RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) ' COARSE .5 0.5 2.0 AG Rel EGATE / :.5 1.5 2.5 EXCAVATED / FILTER CLASS I RIPRAP AREA -�� / CLOTH I.0 2.0 2.5 �� ..5 2.5 3.0 �.0 3.0 3.0 3,20 �.5 3.5 4.0 **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 0.0 4.0 4.5 OUTLET (PERSPECTIVE VIEW) ORIGINAL GROUND ELEV. DIVERSION DIKE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 Sherwood and Wyant ORIGINAL GROUND ELEV. PLATE. 3.13-1 SOURCE: VA. DSWC 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com PLATE. 3.13-2 �� D � r a► o WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK RUNOFFWITH SEDIMENT DROP INLET WITH GATE SEDIMENT -7 -T-F SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20-2 REHABILITATE RUNWAY 3-21 AIP NO. 70' MIN. 3-51-0004-044-2014 13057 EROSION & SEDIMENT B WASHRACK (OPTIONAL) x 10' MIN. CONTROL DETAILS DESIGNED BY: e (d PAW 33 CHARLOTTESVILLE-ALBEMARLE AIRPORT 10' MIN, DATE: 12' MIN. { ,'.?�'F,' �r- I PEXISTING AVEMENT k Aj Y" VDOT #1 I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT ' TRAPPING DEVICE * EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION SECTION A -A 6'-7" REINFORCED CONCRETE" DRAIN SPACE SECTION B -B 3.02 NOTE: VESCH STANDARD CONSTRUCTION ENTRANCE IS TO BE INSTALLED AT LOCATION INTERIOR TO THE AIRPORT PROPERTY. SEE PAVED WASH RACK DETAIL FOR ENTRANCES THAT LEAVE AIRPORT PROPERTY (I.E. ACCESS PUBLIC AND/OR PRIVATE ROADWAYS). TEMPORARY SEDIMENT TRAP VARIABLE ORIGINALVARIABLE GROUND ELEV. 1.0' W J M 67 CU. YDJACRE r? ry Cv I(EXCAVATED)YD./ACRE I4' MAX FILTER "COARSE CLOTH * SEE PLATE 3.13-1 AGGREGATE CLASSI RIPRAP CROSS SECTION OF OUTLET CLASS RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) ' COARSE .5 0.5 2.0 AG Rel EGATE / :.5 1.5 2.5 EXCAVATED / FILTER CLASS I RIPRAP AREA -�� / CLOTH I.0 2.0 2.5 �� ..5 2.5 3.0 �.0 3.0 3.0 3,20 �.5 3.5 4.0 **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 0.0 4.0 4.5 OUTLET (PERSPECTIVE VIEW) ORIGINAL GROUND ELEV. DIVERSION DIKE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05-2 Sherwood and Wyant ORIGINAL GROUND ELEV. PLATE. 3.13-1 SOURCE: VA. DSWC 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com PLATE. 3.13-2 �� D � r a► o WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK RUNOFFWITH SEDIMENT DROP INLET WITH GATE SEDIMENT -7 -T-F SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SOURCE: VA. DSWC PLATE. 3.20-2 REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 EROSION & SEDIMENT DRAWN BY: GAR /WME SHEET 21 CONTROL DETAILS DESIGNED BY: OF PAW 33 CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: NONE MARCH 2016 6 t- D O 3 U 0 U) W L0 0 Cl) Z i Q BIOFILTER PLANTING DESIGN Biofilter Floor Dimensions Area= 16,095 SF 0.369 acres Planting Density = 400 stems/ acre Plants Required = 148 Plants Provided = 185 Tree to Shrub Ratio = 3:1 Shrubs = 111 Trees = 37 Due to FAA restrictions on planting trees in airside development, each tree will be replaced with 2 shrubs. Final Number of Shrubs = 185 FINAL PLANTING SCHEDULE COMMON NAME SCIENTIFIC NAME NUMBER PLANTING HEIGHT (FT) MATURE HEIGHT (FT) SYMBOL BRISTLY LOCUST Robinia fertilis 30 3-4 OR 18"-24" SPREAD 5-7 BL HORIZONTAL JUNIPER Juniperus spp 31 3-4 OR 18"-24" SPREAD 1-2 HJ SWEET FERN Comptonia peregrina 31 3-4 OR 18"-24" SPREAD 2-4 SF WINGED EUONYMOUS Euonymus alatus 31 3-4 OR 18"-24" SPREAD 5-7 WE COMMON JUNIPER Juniperus communis "compressa" 31 3-4 OR 18"-24" SPREAD 3-6 CJ WITCH HAZEL Hamamelis virginiana 31 3-4 OR 18"-24" SPREAD 4-6 WH ENGLISH IVY Hedera helix GROUND COVER - SEED OR PLUGS NOTE: Shrubs shall be planted at a maximum of 12' apart. Ground cover shall be planted approximately 2' apart and away from shrubs. BIOFILTER PLANTING PLAN (BASIN "C") NTS RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS TACK WELD PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE* DRAINAGE TUBING, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) DEPTH VARIES AS REQUIRED FOR" DRY " STORAGE WET " FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN CORRUGATED METAL RISER APPENDIX 3.14—A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC PLATE. 3.14-15 PREVIOUSLY APPROVED WPO 2008-00059 n�h n to 0 M CO X NO. REVISIONS BY APP. DATE EXISTING BAc El 500 50 100 SCALE. 1"=50' FEET TOP OF DAM ELEV = 535.20 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaairport.com BASIN "C" OUTLET CONVERSION DETAIL NTS LEGEND - — — — - EXISTING GRADE PROPOSED GRADE • % / / !. `'iii i � -" `�- --' — _._- — —_ —_ — _— --- -' _ _ _ _ _ -`'� � � rj ..,,. -�' .�- "�----r '-- �, i / // // 530 535 _ -- 1` �� 1 ` �' ��• f' �� -Y� �/ // // //// i / // // /ice„ %_ i' --'� /�- ---•' `- .� ——�-- --� '�`� \ \ /� � �- _".` '._-- -'_ -� -"" _' .,�-✓ _` �-- ""'. ..--� �_ / // / / / 77 — _ % A -STNS= _ = _-� \� \\\����'\' w 0�0 B B BB SF SF SF S O B t Till SFSF SF SF SF B L B I IIIIRE AY rw?J� SF SF I I \ _ I G( cU�CR-,: u' `j`(� r� HJ HJ S� CJ CJ ., F FF �B B /'/ / +d 11+bg' I y 1rjJ 24`I4 iyki_ J HJ HJ �s '- 4,0"H'J i + J SF L_I iyl�� �lt_� rHJ CJ \ I I I u . ^ ill {. c 'll C SJ _ '�rc l J _ �' " ' i' HJ Hi HJ HJ HJ AJC S- I"J� CJ�J��JWW O� w // / / //- \ IW � HJ I CJ // / / ''.� -'' �� -• --'" // / � OHJ I CJ CJ CJJ w / W / HJ //i /i/ / // C. o/ / / /// wC w ,w 1 \ \ \ \ MODIFY UIT))TI TTR� RE\� ` 3<<+ — i / ////// //// \ \ \ \ F fUS4 S�eMI? RA 1�` \\ Y - - =/i /j//// ,/ �,/ /// j / / / / / S�[I 4 T A4� Iq� �E- Al ., \ �� � �, / � �-- � ! / / / / // / / �' / % � ..�---'•� // / // / / // / / /r �- ..� —-_ ` ice- �e � �. \ NIX 611 001, — \\\\\\ ss\� \ r • �•\ \ \ \ \\ \\\NL \ 550 550 545 0. 545 LOWER BERM APPROX 4' \ / 4, `\ (FULL WIDTH) \ 540 \ FOREBAY 540 \ O 9 CAO�O o0 \ CPC a �3 53500 �°°o o°� o� 535 poi ooU o���Oo R EPLACE EXIST NG SOIL WITH CLASS 1 O 00 °oO�oa� 00 R PRAP AND FILTER FABRIC. F LACE o O� pO�O OD��o0o0 00 2' 3' LAYER OF #57 ON UPSTRE M FACE. 00 �po Op 530 ® oO © O o� PRESER E AND PROTEC T EXISTING R PRAP 530 COMPLETELY IV UCK OUT =� J BASIN C F REBAY BOTF BEFORE J�)j-jam AND AFTER BERM WORK REPLACE EXIS ING CLEANOUT 525 ; �Oo°L� PLANTINGZ7 S 525 REMOVE EXISTING 8" REPLACE MULCH ER PIPE AND STANDPIPE )I']<2 C nC N MUCK OUT BIOFILTER OTTOM AFTER 520 FINAL STA ILIZATION. R PLACE MULCH 520 DEREDBYTHI— ENGINEER AFTER FINAL TABILIZATIO . REPLACE 2 -6" STATE APPROVED BI FILTER MIX (MINIMAL COMPACTION) 515 515 EXISTING 4" PEAGR VEL FILTER UYER L EXISTING 6" PERFORATED EXISTIN 1'-8" VDOT #57 STONE SCHEDULE 40 PVC IPE, UNDERD AIN WRAPPED IN 4 OZ SEE PLAN FOR SIZE, 510 NON- OVEN FILTER FABRIC 510 (OCO LO to 0 C NN 00 00 MM NN 00 fid' 11R C( OCa NCV OGS tot,-) MM MM MM Ln to lf) In (n {d1 � 7t ti P -4 4 66 �- ,- CV CV 505 Oi0MI0 O t I t LnLn OIULOULON LOU 505 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 BASIN C REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 RUA ��DRAWN BY: SHEET WPO SUBMITTAL AR 0, 7 EROSION &SEDIMENT G /WME PREL/M//VARY - DO NOT USE22 C(2ffgffA FA RP C FOR CONSTRUCTION CONTROL DETAILS DESIGNED BY: PAW of ® 33 CHARLOTTESVILLE-ALBEMARLE AIRPORT HORRiZ:1" 50' DATE: VERT: 1" = 5' MARCH 2016 0 N N M 0 d 635 635 634 1 00 634 633 0+ `M). 633 C:) N 632 " 0 632 Q n 631 co w 631 630 630 629 629 628 ��° -. -.. `"� . VDOT STD DI -7 / TYPE A -I GRATE O 628 GRATE ELEV = 25.74± 627 rrrr rrrr �r _ 7 rr�i-r --_ - m 626 707777777771 ` --- 626 625 0LO DRYS r-� r o rr r'rrrrl-I- - -- ..._ i- 625 Q r r r r r r I ., r®-- -- --- _.. — �"' z 624 F- cn ° D102 6) 1' N — J 624 Q -1.22% "- --- 62377 ....`_..__ U 623 622 r_� ' "' EXISTING DR P INLET 622 GRATE ELEV 619.0± 621 621 MY SWALE 620 �- E6 62O 619 --_„__„_.����-.�. 619 - F- F- - 7-;- r- r �N � -. 618 , � -0 97 °°/ 618 (6 617 Q ti '-- DRY SWALE 617 u 616 U) < 616 615615 U 1 0- 614 �� �L? 614 co LIS 613 u (D 613 ® 612 x p 612 w Z 611 ux -I ? 0 a N a 0 0 g a.. LU C) o cD �a Z.. �w aX NO. REVISIONS BY I APP. I DATE 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 • fax: (804) 275-8371 www.deItaa i rport.com Y�A1�r�/1/11�IMM�M��1 LEGEND – — — — – EXISTING GRADE PROPOSED GRADE r-rrrrrr rr rr EROSION CONTROL BLANKET EC -2 NOTE: 1. CHANNEL 2 IS TO BE LINED WITH EC -2 MATTING. 625 625 624 624 623 623 622 622 621 621 0 620 0 + 0 620 619 - 1] C° 619 Q ii Q ii 618 C/) w U) W 618 617 617 616 — _ _. -- — 616 615 -- --' / 615 614 STA:10+00.00 614 -1.00% ELEV:611.90 --" rrrrrr r 613 �rrrn / 1.00% i rr rrrrr rr - 613 / irrrr'r rr -- FFF rrrrl ( r / rr I- rrr!r r'rr� r�rrr 612 ` __._ rr rrrrr rrr rrrr 612 F -I rI—rrrrrrr E66 r- rrrr 611 EXISTING DROP INLET 611 610 GRATE ELEV = 11,89± 610 609 609 608 608 607 607 606 606 605 605 604 604 603 603 602 602 601 601 600 600 � C] O� C3� M M � t-- O CO � M LLQ d- r d' Ci O N co co N co N 1!? M CCS co CO CO (O (0 CA C� c� CD Cfl CO CO C0 r9 9+50 10+00 10+50 11+00 11+50 12+00 WPO SUBMITTAL PRELIMINARY - DO NOT USE FOR CONSTRUCTION CHANNEL 2 REHABILITATE RUNWAY 3-21 CHANNEL PROFILE - CHANNEL 2 AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET GAR / WME DESIGNED BY: OF 24 PJW CHARLOTTESVILLE-ALBEMARLE AIRPORT SC E" = 30' DATE: MARCH 3 VERT: 1" = 3' MARCH 2016 3 n 3 v LL a„ to w o(D ra Z_ •• �LL W ax 0 a 0 g m 3 0 o.. CD00 coQ - Z.. it NO. ox REVISIONS ANOTES 1 B-.8., PIPE SIZE H DIMENSION CONC. CORR.METAL DI -7, 7h 76 2'-611 2,-5„ 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 2'-91/4" 2'-81, B ' B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS PREVENT STANDING OR PONDING OF WATER - - 3,-s ,11 31-211 = - I 3'-5" AND SPECIFIED ON THE WILL BE MEASURED FROM THE INVERTVERT OF THE OUTFALL 3'-101/,,1 M < 30" 4'-11/2' 3'-11" 33" - - 4'-2- . J11( PIPE TO THE TOP OF THE STRUCTURE. 4'-5- 42-0 5'-2%2" 4'-11" - I I PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY D X PROVIDED IN PRECAST FOOTING I `'' 7. 4" DEPTH AGGREGATE #68.#78, OR #8 X 6" WIDTH. '' 8. FOR ESTIMATING PURPOSES AND THE ACTUAL - - - - - - - - DIMENSIONS SHALL BE DETERMINED BY THE FIRMLY TO THE OUTSIDE OF THE STRUCTURE. PES 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE), CONTRACTOR FROM FELD CONDITIONS. '0 L MAXIMUM DEPTH (H) TO BE 12'-8. PLAN PIAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS REMOVED) DI -7A -------SINGLE GUTTER WHEN DROP INLET TO BE SHAPED IN ACCORDANCE WITH STANDARD 4OVER 4" (12" 36° PIPE) (COVER REMOVED) ANDSHAPL IS -1. THE CIN T OF FA ATOS _ B -3'-O" (12 36 PIPE) A-4'-10" (42" PIPE) GROUT TIHE IS TO BE INCLUDED IN THE BID PRICEN FOR THE STRUCTURE. B-3'-6" (42" PIPE) CONCRETE COVER (FOR DETAILS SEE w Of J SE 5T > > c� I � I cc SECTION A -A CAST IN PLACE FOR USE WITH 12" TO 42" PI RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONC. CORR.METAL 12" 2'-611 2,-5„ 15" 2'-91/4" 2'-81, 18" 31-0%2" PREVENT STANDING OR PONDING OF WATER 21" 3,-s ,11 31-211 24" 3'♦ -7" 3'-5" 27" 3'-101/,,1 31_61, 30" 4'-11/2' 3'-11" 33" 4'-43'4" 4'-2- 36" 4'-8" 4'-5- 42-0 5'-2%2" 4'-11" SPECIFICATION 241 503 BY I APP. I DATE .CONCRETE COVER SHEET 2 OF 3) WE E EPS. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE AGGREGATE. "A . STRUCTURE.THE INVERT OF THE STRUCTURE SHEET 2 OF 3) SEE NOTE7. 1. GRATE A IS TO BE UTILIZED IN SHALL BE SHAPED WITH CEMENT MORTAR TO AGGREGATE. SEE NOTE7. _ = PREVENT STANDING OR PONDING OF WATER 1 2.148 IN THE STRUCTURE. THE COST OF FURNISHING HOLE. WEEP HOLE. ASUBJECT AND PLACING ALL MATERIALS INCIDENTAL TO w NOTE 8. SEE NOTE 8 FOR DETAILS OF LOAD CARRYING SHAPING IS BE IN THE BID � > PRICE F THE STTHE RUCTURE. LIFT 5"MI LST HOLES �d H IS 4'-0" SEE NOTE 5. > 5. STEPS ARE TO BE PROVIDED WHEN OR GREATER. FOR DETAILS SEE STANDARD ST -1. 1 IL x 6. REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST -IN-PLACE. TWO LIFTING I I HOOKS OF FABRICATORS DESIGN TO BE D X PROVIDED IN PRECAST FOOTING I `'' 7. 4" DEPTH AGGREGATE #68.#78, OR #8 X 6" WIDTH. '' 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC SEE NOTE 4. HARDWARE CLOTH 1/4" MESH OR GALVANIZED SECTION B -B STEEL WIRE, MINIMUM WIRE DIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH ANCHORED PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE. PES 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE), NOTES (CONT. DETAILED HEREON, TO BE CONSTRUCTED, WILL BE AT THE OPTION OF THE CONTRACTOR. 15. DI -7 --------NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI -7A -------SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. GUTTER SEE SHEET 2 OF 3. DI -7B------ DOUBLE GUTTER WHEN DROP INLET 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS IN A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 16. FOR DETAILS OF PRECAST DI -7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERA. NOTES PAGE 103.02 AND FOR DEPTH (H) WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RISIER AND TOP DETAILS, OBTAIN TRUE QUANTITIES. FOR INLETS OF PAGES 103.07 THRU 103.12. DIFFERENT DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. PIPE 12" 15" 18" 24" 30" 36" 42" 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG -2A MINIMUM DEPTH 2'-0" ."2" 4'-2" 4'-82' CONCRETE 947 1.045 1,143 1.338 1.535 1.731 1.927 -THE 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON CUBIC YARDS PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) 0.362 CU. YDS. (12" - 36" PIPE) - 0.410 CU. YDS. (42" PIPE) STANDARD MEDIAN DROP INLET1VD0T ROAD AND BRIDGE STANDARDS 121' TO 42" PIPE REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 FILTER FABRIC `�/j� ��D" (8 OZ NONWOVEN) j OVERLAP 12" MIN MECHANICALLY DENSIFIED OPEN GRADED AGGREGATE (NO. 57 OR 68) EXISTING GROUND SELECT BACKFILL MINIMUM CBR 10, COMPACTED IN ACCORDANCE WITH P-152 12" MIN TYP lnn� I "D'72 MIN CLASS B PIPE BEDDING - WITH FILTER FABRIC DETAIL NTS NOTES: 1. THE COST OF THE AGGREGATE BACKFILL AND THE FILTER FABRIC SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PIPE. 2. OVERLAP FABRIC BY 12" AND OVERLAP FABRIC ONTO DRAINAGE STRUCTURES BY 12" AND SECURE (INCIDENTAL TO PIPE PRICE). 3. D = OUTSIDE PIPE DIAMETER. 4. OFF-SITE BACKFILL MATERIAL MAY BE NECESSARY TO OBTAIN COMPACTION. SELECT MATERIAL SHALL BE INCIDENTAL TO PRICE OF PIPE. 5. PROVIDE AND INSTALL TWO EACH 4" WEEP HOLES AT SPRING LINE OF DOWNSTREAM STRUCTURE ON EACH RUN OF PIPE. EXTEND 4" PERFORATED SCHEDULE 40 PVC PIPE FROM WEEP HOLE THROUGH STRUCTURE 12" INTO BEDDING. PERFORATIONS SHALL BE IN ACCORDANCE WITH ASTM F758. NO PAY ITEM. 9711 Farrar Court, Suite 100 Richmond, Virginia 23236 phone: (804) 275-8301 # fax: (804) 275-8371 www.deItaa i rport.com STFA 1 ��OTti 0" " R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) SPECIFICATION REFERENCE GALVANIZED STEEL STEP ST -1 #4 GRADE 60, REINFORCING ROD ENCASED IN A �ORROSION RESISTANT RUBBER OR OTHER MATERIA. APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL. # 4 REINFORCING ROD CAL SECTION �' .: • iV -4„ 2" DIAMETER BAR a 10.68 LBS./FT. NOTES "A . CLASS A3 - - LBS./FT., (ASTWGRADE 1. GRATE A IS TO BE UTILIZED IN � •' �ME 41/2" NOT NORMALLY _ = SUBJECT TO TRAFFIC. 1 2.148 2. GRATE B IS TO BE UTILIZED IN ASUBJECT TO a RAFFIC3. FOR DETAILS OF LOAD CARRYING 11 " X 4" GRATE (GRATE B), 5EE T -DI -7, MINIMUM OF 3" EMBEDMENT ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION 6x6 -W2.1 x W2.1 WELDED WIRE FABRIC 3" CLR NEW �. �-� RCP 6" MIN CONCRETE COLLAR (3000 PSI CONCRETE) C NOTES= STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/2' FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C -C. STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4Y2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PRW6ED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR D!MP ED SUPFAC'ES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC -C -00498A. 2'- f-- 2' --i RCP COLLAR DETAIL NTS XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.09 APPLY MASTIC TO INSIDE OF PIPE JOINT FIRST JOINT OF EXISTING PIPE NOTE: CONCRETE COLLAR IS INCIDENTAL TO THE COST OF PIPE. DIAMETERS WHEN DIFFERENT SIZES OF PIPE ARE ENCOUNTERED E TO 'OUR PIPE CUAMC -rn CI M/ATI/•1AI (\C SECTION A -A METHOD OF SHAPING INLET INVERTS DETAIL UlKvo FA I A T j Lw. reJ, I NTS DI -7, 7A. 76 DETAILS OF CONCRETE COVER AND f3ii--B GRATE -4„ 2" DIAMETER BAR a 10.68 LBS./FT. NOTES OR NO. 14 BILLET STEEL BAR 0 7.65 CLASS A3 - - LBS./FT., (ASTWGRADE 1. GRATE A IS TO BE UTILIZED IN RATE ALOCATIONS NOT NORMALLY _ = SUBJECT TO TRAFFIC. 1 2.148 2. GRATE B IS TO BE UTILIZED IN ASUBJECT TO a RAFFIC3. FOR DETAILS OF LOAD CARRYING 11 " X 4" GRATE (GRATE B), 5EE T -DI -7, STUD SHEAR 4 SHEET 103.0$. CONNECTOR DETAIL A 4. CONCRETE ONN O E CO VVSHED ERI GRATE ARE _SINGLE UNIT. OUTSIDE 4'-B v' I OR IAS A IPE #5X5'-0" BARS DIMENSIONS OF QRATE TO PLAN VIEW (FROM PLANS)14, (t2 REQ'DJ 8E 3'-4" X 2'-11`" (GRATE AJ 1 OR 3'-4" X 2'-11f " (GRATE B). SEE DETAIL 5. ALTERNATE METHODS OF ANIr CHORING ANGLE IRON WILL BE bt ACCEPTABLE IF APPROVED BY THE SECTION A -A 3y " ENGINEER. SECTION B- 6. GRATE AND COLLAR ARE TO BE GALVANIZED. GRATE A- BAR SPACING CHART GRATE MAXIMUM DIMENSION TYPE A 8 I 1!/23" iLr 1" 1" APPROXIMATE QUANTITIES CONCRETE I REINFORCING CLASS A3 STEEL 0.423 C. Y.1 63 LBS. 7. CONCRETE COVER MAY BE PRECAST OR CAST IN PLACE. 8. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 9. GRATE BARS TO BE PARALLEL TO DITCH FLOW. DETAILS OF GUTTER AND METHOD OF PLACEMENT NOTES 1. 01-7 NO GUTTERS. DI -7A NO GUTTER IN ONE DIRECTION. DI -78 GUTTER IN BOTH DIRECTIONS. 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER ARE TO BE DOWELED WITH #4 X 8" SMOOTH RODS o APPROX.12" C -C TO PREVENT SETTLE- MENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE STANDARD T -OI -3,4 ALTERNATE DESIGN. 3. VARIABLE 2=1 OR FLATTER. 4. DITCH GRADE MUST BE ADJUSTED TO MEET DIFFERENCE IN ELEVATION. SEE LONGITUDINAL SECTION. 5. IF DEPTH (D) BECOMES LESS THEN 4", LENGTH OF WINGS ARE TO BE EXTENDED AS DIRECTED BY THE ENGINEER. 6. CURTAIN WALL TO BE LOCATED AT THE END OF THE PAVED DITCH SECTIONS OF THE DI -7A & DI -7B THAT ARE NOT ABUTTED BY OTHER DRAINAGE. 7. IF NORMA. DITCH GRADE IS TOO FLAT TO ALLOW FOR ADJUSTED GRADE TO INLET,A SPECIAL GUTTER DETAIL WILL BE REQUIRED ON PLANS. 5'-4" %NLET N -O„ 41& ' CH 0" _ „ DIFCH IINLETj� --TL SECTION A -A SEE NOTE , SEE NOTE 3 v , SEE NOTE 3 SEE NOTE 1 BOTH SLOPES FLAT ONE STEER SLOPE A ONE INTERMEDIATE SLOPE JJ UNLET DITCH INLET DITCH GUTTER GRADE EE NOTE 6 -' -r 0 t ADJUSTED TO MEET 671 6' - .J INLET ELEVATION A SEE NOTE 3 �� TYPICAL ELEVATION SEE NOTE 3 ' SEE NOTE 4 SEE NOTE 3 ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF GUTTER CONCRETE CLASS A3 0.241 CU. YDS. APPROXIMATE QUANTITIES CONCRETE DI -7 DI -7A IN -79 CLASS A3 (CU. YDS.) NONE 1.211 1 2.148 BACK UP BERM TO BE PROVIDED AS DIRECTED BY THE ENGINEER (DI -7A ONLY). LONGITUDINAL SECTION (WHEN INLET IS LOCATED ABOVE NORMA. DITCH GRADE) SEE NOTE 8. ��STANDARD MEDIAN DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 2 OF 3 REVISION DATE 1211 TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 JRAIN TO INVERT OF OUTLET PIPE PROVIDE 24" SQUARE 8" THICK CONCRETE COLLAR, 3000 PSI (MIN) CONCRETE (NO PAY ITEM) 1 \ f • a 8" n n . . e CAST IRON VALVE BOX TOP SECTION SUBDRAIN CAP DIRECTION OF FLOW 24" TOP VIEW CAST IRON VALVE BOX LID (NO TEXT) 4 A 45° OR AS PROVIDED BY MANUFACTURER 6" PERFORATED PVC PIPE UNDERDRAIN CLEAN OUT DETAIL NTS NOTES: 1. CLEAN -OUTS TO BE ON 100' CC MAX SPACING, BENDS OR AS SHOWN ON THE PLANS. 2. THE COST OF THE CLEAN -OUTS IS TO BE INCLUDED IN THE LINEAR FOOT PRICE FOR THE UNDERDRAIN. (n w w > REHABILITATE RUNWAY 3-21 AIP NO. JOB NO. 3-51-0004-044-2014 13057 DRAWN BY: SHEET WPO SURM/TTAL GAR / WME PRE /M/NARY- DONOTUSE DRAINAGE DETAILS ED BY: 26 FOR CONSTRUCT/ON DESIGN PAW OF CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: 33 NONE MARCH 2016 M t0 N O N N as M N a D O 3 � � 3 I? 0 M Lc) 0 w � �a z - L �U- 0 CD NO X - NOTE: 1. INSTALL DRY SWALE FROM STA 10+53 TO STA 11+40, STA 12+29 TO STA 16+90, AND FROM STA 17+24 TO STA 19+82 (BASELINE "CHANNEL 2") (SEE DRY SWALE CROSS SECTION DETAIL) NOTE: 1. CHANNEL 2 SHALL RECEIVE EC -2 LINING. COMPACTED SOIL SUBGRADEIN ACCORDANCE WITH P-152 1/2" 4" TOPSOIULEAF COMPOST MIX 20" SAND OPEN GRID PAVER UNIT SEE DETAIL 18" #57 STONE UNDERDRAIN TYPICAL PLASTIC GRID GRASS PAVER NTS 8' SELECT SOIL MATERIAL. FILL 1/2" BELOW SURFACE. 12" J \-- 6" UNDERDRAIN DRY SWALE CROSS SECTION DETAIL NTS 4' 4 OZ. NON -WOVEN FILTER FABRIC. NOTES: 1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS SHOWN ON SITE PLANS. 2. UPSTREAM PIPE ENDS SHALL BE CAPPED. DOWNSTREAM PIPE ENDS SHALL "DAYLIGHT" OR TIE INTO STRUCTURES AS NOTED ON THE PLANS. 3. UNDERDRAIN PIPE SHALL BE PERFORATED POLYETHLENE, AASHTO M-252. 4. TURF GROUND COVER IS THE. FINAL GROUND COVER. 5. FILTER FABRIC SHALL BE COMSIDERED INCIDENTAL TO THE #57 STONE. 6. PLASTIC GRID GRASS PAVER ;SHALL BE INCIDENTAL TO OTHER ITEMS FOR THE DRY SWALE. GRASS FILTER 'STRIP REHABILITATE RUNWAY 3-21 AIP NO. 3-51-0004-044-2014 9711 Farrar Court, Suite 100F(FFPREONO T UCT/SE DRAWN BY: �LIEfl� V WPO SUBM/TTAL Richmond, Virginia 23236 TYPICAL SECTIONS & GAR/WME phone.. (804) 275-8301 fax. (804) 275 8371 FOR CONSTRON DRAINAGE DETAILS BY: F JW www.deItaairP ort.com N BY APP. DATE Coley 99 raps FtTr preco CHARLOTTESVILLE-ALBEMARLE AIRPORT SCALE: DATE: REVISIONS E MARCH 2016 4. TURF GROUND COVER IS THE FINIAL GROUND COVER. 5. FILTER FABRIC SHALL BE CONSIDERED INCIDENTAL TO THE #57 STONE. 6. PLASTIC GRID GRASS PAVER SHALL BE INCIDENTAL TO OTHER ITEMS FOR THE DRY SWALE. REHABILITATE RUNWAY 3-21 AIP NO. 9711 Farrar Court, Suite 100 �--••� FA P� � 3-51-0004-044-2014 WPO SUBM/TIAL DRAWN BY: Richmond, Virginia 23236 ® \L79A PRE _ TYPICAL SECTIONS & GAR /WME L/M/NARY DO NOT USE phone: (804) 275-8301 # fax: (804) 275-8371 FOR CONSTRUCT/OND DESIGNED BY: www.deltaairport.com RAINAGE DETAILS P,W ® REVISIONS BY APP. DATE SCALE: DATE: CHARLOTTESVILLE-ALBEMARLE AIRPORT NONE MARCH 2016 JOB NO. 13057 SHEET 27 OF 33 JOB NO. 13057 SHEET 27 OF ter; 3 n Ln M V' O M CD O N N M N J N J 0 6 Z_ _w_ _w_ SIL -- ✓` - _ter / ---- ..,•" ._.'. 1` -_ / -._-- / ` / - - OSHE_ET 1Q SH€EFL - - - - - - _- - -- J SHEET FLOW---- l- �--------`-- J - - ' L = 150'; S� 3 % _ _ _ _ SHEET FLOW- ` _ " - - - SHEEI FLOW - - - 1 - -- S =3% - - - / SHEET FLOW _ L=1501 ,S=2J%-C=150'1S=3%__ - - ALLOW-CONCEN - - _ - --- - V _ - _ - / r 1 _ - - - -- -� / SHALLOW CONCENTRATED J J -- \ - / / SHALLOW CONCENTRATED ' - 3.6°/a - - „ s - -- �- _ - - -_-` _ - - --- - - - _ _�' - SHALLOW ` / L = 10 S = 3.3°/ �� _ _ - = 0; 5% - `- - - -. _ - ---- - J o -- L -CONCENTRATED- ''-- _ - - - S = 3 /o ` 3: 5,' _ 2 SHALL�ONCENTR - CHANNEL" - `. - - - `- Y - - / ' OUTFALL #2 UTFALL #3 \ _ -• - - -- - - -- N N ' AN LIZED~ / H 1 - - _ _ _. - -- l - ,E22 STA 0 00\ 3 \ CHANNELIZED T - _ ro + _ - "- -25-f:00- / - - - - - E21J \ 2` �1 - G�HANNELIZED \ \ -- - - --- -- �� ,-CHANNELIZED-, ---r - < < -�- / / I - 150 S=2 °10 \ L\515 , �S 1.3 /o \ ` S = 1.0% ` \ \ IZ , .-0 \ b STA 11+�55 \ \ _ TSTA 7 \ STA 20+15- - � -�\. ` .-•- '� Y A / r � E2 I El El AF Ej/ / 77777/1 1 �\ i _o M p 0 OUTFALL #1 }� EXISTING ' BASIN #2 w 14 Ell _w_ _w_ SIL SIL \Lli/L �\i1U_ _11_ _w_ J1 SIL 11L TOTAL AREA (AC) IMPERVIOUS (AC) GRASS (AC) _1U_ OIL- RUNOFF TO INLET (CFS) Al �\ _w_ J,- _, SIL L _w_ _w_ SIL -- ✓` - _ter / ---- ..,•" ._.'. 1` -_ / -._-- / ` / - - OSHE_ET 1Q SH€EFL - - - - - - _- - -- J SHEET FLOW---- l- �--------`-- J - - ' L = 150'; S� 3 % _ _ _ _ SHEET FLOW- ` _ " - - - SHEEI FLOW - - - 1 - -- S =3% - - - / SHEET FLOW _ L=1501 ,S=2J%-C=150'1S=3%__ - - ALLOW-CONCEN - - _ - --- - V _ - _ - / r 1 _ - - - -- -� / SHALLOW CONCENTRATED J J -- \ - / / SHALLOW CONCENTRATED ' - 3.6°/a - - „ s - -- �- _ - - -_-` _ - - --- - - - _ _�' - SHALLOW ` / L = 10 S = 3.3°/ �� _ _ - = 0; 5% - `- - - -. _ - ---- - J o -- L -CONCENTRATED- ''-- _ - - - S = 3 /o ` 3: 5,' _ 2 SHALL�ONCENTR - CHANNEL" - `. - - - `- Y - - / ' OUTFALL #2 UTFALL #3 \ _ -• - - -- - - -- N N ' AN LIZED~ / H 1 - - _ _ _. - -- l - ,E22 STA 0 00\ 3 \ CHANNELIZED T - _ ro + _ - "- -25-f:00- / - - - - - E21J \ 2` �1 - G�HANNELIZED \ \ -- - - --- -- �� ,-CHANNELIZED-, ---r - < < -�- / / I - 150 S=2 °10 \ L\515 , �S 1.3 /o \ ` S = 1.0% ` \ \ IZ , .-0 \ b STA 11+�55 \ \ _ TSTA 7 \ STA 20+15- - � -�\. ` .-•- '� Y A / r � E2 I El El AF Ej/ / 77777/1 1 �\ i _o M p 0 OUTFALL #1 }� EXISTING ' BASIN #2 w 14 Ell F NOTES: 1. OUTFALL #1 IS THE COMBINATION OF FLOW FROM E10 AND E20. THE POINT OF ANALYSIS IS DOWNSTREAM OF THE TWO STRUCTURES BUT UPSTREAM OF THE ENTRANCE TO BASIN 2. 2. DRAINAGE AREAS D1, D2, AND D3 COMBINE TO FORM AREA D ON SSA REPORTS. DRAINAGE AREAS E1 AND E2 COMBINE TO FORM AREA E ON SSA REPORTS. 3. DRAINAGE AREAS THAT DO NOT INCLUDE TIME OF CONCENTRATION PATHS ASSUME A MINIMUM TIME OF CONCENTRATION OF 5 MINUTES. 4. MANNINGS COEFFICIENT OF N=0.4 ASSUMED FOR OVERLAND FLOW PATHS. a 1 (a a LEGEND POINT OF OUTFALL ANALYSIS -->I OVERLAND FLOW - - ->j SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW DRAINAGE AREA BOUNDARY PROPOSED DRY SWALE ji- rrr�rrrrrrrr r�rr EROSION CONTROL BLANKET EC -2 0 100 0 100 200 SCALE: 1"=100' FEET PRE IM/NARY - DO NOT USE FOR CONSTRUCT/ON DRAINAGE AREA MAP - POST CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA a ®E�7A AIRPOURT EXHIBIT '•te -- __ C EL E sw TANTS, INC. www.deltaairport.com ®3 DRAWN BY: GAR SCALE: 1" = 100' CHECKED BY: JDB DATE: MARCH 2016 HYDROLOGY DATA -° RATIONAL METHOD DRAINAGE AREA DRAINAGE STRUCTURE CHANNEL NO. TOTAL AREA (AC) IMPERVIOUS (AC) GRASS (AC) C VALUE TIME OF CONC (M NRATION RUNOFF TO INLET (CFS) Al D101 CHANNEL #1 2.81 0.84 1.97 0.48 24 11.2 A2 D101 CHANNEL #1 6.14 2.28 3.86 0.52 25 4.9 B E6 CHANNEL #1 5.03 1.50 3.53 0.48 25 8.5 C D102 CHANNEL #1 2.84 1.20 1.64 0.55 23 5.8 D1 E7 --- 0.70 0.28 0.42 0.54 5 2.5 D2 E4 --- 0.52 0.27 0.25 0.61 5 2.1 D3 E9 --- 0.64 0.03 0.61 0.33 5 1.4 El E16 --- 0.60 0.25 0.35 0.55 5 2.2 E2 E18 --- 2.23 0.35 1.88 0.39 5 4.7 F E21 --- 9.37 3.29 6.08 0.51 28 15.8 G E22 --- 2.61 0.67 1.94 1 0.45 24 4.2 F NOTES: 1. OUTFALL #1 IS THE COMBINATION OF FLOW FROM E10 AND E20. THE POINT OF ANALYSIS IS DOWNSTREAM OF THE TWO STRUCTURES BUT UPSTREAM OF THE ENTRANCE TO BASIN 2. 2. DRAINAGE AREAS D1, D2, AND D3 COMBINE TO FORM AREA D ON SSA REPORTS. DRAINAGE AREAS E1 AND E2 COMBINE TO FORM AREA E ON SSA REPORTS. 3. DRAINAGE AREAS THAT DO NOT INCLUDE TIME OF CONCENTRATION PATHS ASSUME A MINIMUM TIME OF CONCENTRATION OF 5 MINUTES. 4. MANNINGS COEFFICIENT OF N=0.4 ASSUMED FOR OVERLAND FLOW PATHS. a 1 (a a LEGEND POINT OF OUTFALL ANALYSIS -->I OVERLAND FLOW - - ->j SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW DRAINAGE AREA BOUNDARY PROPOSED DRY SWALE ji- rrr�rrrrrrrr r�rr EROSION CONTROL BLANKET EC -2 0 100 0 100 200 SCALE: 1"=100' FEET PRE IM/NARY - DO NOT USE FOR CONSTRUCT/ON DRAINAGE AREA MAP - POST CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA a ®E�7A AIRPOURT EXHIBIT '•te -- __ C EL E sw TANTS, INC. www.deltaairport.com ®3 DRAWN BY: GAR SCALE: 1" = 100' CHECKED BY: JDB DATE: MARCH 2016 / F NOTES: 1. OUTFALL #1 IS THE COMBINATION OF FLOW FROM E10 AND E20. THE POINT OF ANALYSIS IS DOWNSTREAM OF THE TWO STRUCTURES BUT UPSTREAM OF THE ENTRANCE TO BASIN 2. 2. DRAINAGE AREAS D1, D2, AND D3 COMBINE TO FORM AREA D ON SSA REPORTS. DRAINAGE AREAS E1 AND E2 COMBINE TO FORM AREA E ON SSA REPORTS. 3. DRAINAGE AREAS THAT DO NOT INCLUDE TIME OF CONCENTRATION PATHS ASSUME A MINIMUM TIME OF CONCENTRATION OF 5 MINUTES. 4. MANNINGS COEFFICIENT OF N=0.4 ASSUMED FOR OVERLAND FLOW PATHS. a 1 (a a LEGEND POINT OF OUTFALL ANALYSIS -->I OVERLAND FLOW - - ->j SHALLOW CONCENTRATED FLOW CHANNELIZED FLOW DRAINAGE AREA BOUNDARY PROPOSED DRY SWALE ji- rrr�rrrrrrrr r�rr EROSION CONTROL BLANKET EC -2 0 100 0 100 200 SCALE: 1"=100' FEET PRE IM/NARY - DO NOT USE FOR CONSTRUCT/ON DRAINAGE AREA MAP - POST CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA a ®E�7A AIRPOURT EXHIBIT '•te -- __ C EL E sw TANTS, INC. www.deltaairport.com ®3 DRAWN BY: GAR SCALE: 1" = 100' CHECKED BY: JDB DATE: MARCH 2016 0 N N M 0 a J -`, -635- _- __ z `- -- — — \ - RUNWAY 3-21 - J / H35`- / _.i .--• _ _ f_ .__- --__ "_ '_ - i __ _- _- _--- -" -- __.'-- _._.-_ _-._ '_._ r- _- --- fI v J J l` .... -- -_ -- -- _" I -_ ._ _-- --- - -_, f• ,_-- -. ._ .-- J" J_ � _' _J THIS AREA IS NOT ACC9UN 30 OR IN THE - — – \ SIZING OF DR_Y-S — AVAILABLE SPACE — _ DOES -NOT- LOW ENOUGH ROOM TO — \ -- ACCOMODATE THEFULLTRE) ME. �XCESS_RIJNOFF WOU PASS DRY SWALE_C- \ m / AN _— HD102-- ^— ---- -- ---- -- --~` -, o r - -- U ~-- — --- _ Y_ _ DRY A -B --__- / \� D102 4e 00' ss \ \ _ \ ` \ RY S E A \ \ \ \ TAXI Y A ®\ ® ® ® ® ® ®fro ® ® ® ® ® ® ® ® ® / ® ® ® ® ® m ® ® ® ® l — E16' - (E77' t AE z E20) P STORMWATER MANAGEMENT DATA TOTAL TOTAL AREA MANAGED TURF PHOSPHOROUS PERCENT LOAD REDUCTION PROJECT SITE INDIVIDUAL SITE (AC) IMPERVIOUS (AC) (AC) PROJECT SITE Rv LOAD (LB/YR) REDUCTION REQUIRED (LB/YR) REQUIRED TAXIWAY B & C INFIELD 16.82 5.81 11.01 0.50 20.19 20% 2.90 i DRAINAGE AREA PHOSPHOROUS LOAD REMOVED BY BMP SELECTION (AC) IMPERVIOUS (AC) MANAGED TURF (AC) RUNOFF REDUCTION ACHEIVED (CF) REMOVAL PRACTICE (LB/YR) EFFICIENCY 25.38 AC 5.A. DRY SWALE #1 (A) 2.81 1.97 0.84 2,596 20% 2.06 5.A. DRY SWALE #1 (B) 5.03 3.53 1.50 4,642 20% 3.69 5.A. DRY SWALE #1 (C) 0.81 0.32 0.48 583 20% 0.48 TOTAL= 1 7,821 TOTAL= 6.23 \ `- -- — — \ - RUNWAY 3-21 - J / H35`- / _.i .--• _ _ f_ .__- --__ "_ '_ - i __ _- _- _--- -" -- __.'-- _._.-_ _-._ '_._ r- _- --- fI v J J l` .... -- -_ -- -- _" I -_ ._ _-- --- - -_, f• ,_-- -. ._ .-- J" J_ � _' _J THIS AREA IS NOT ACC9UN 30 OR IN THE - — – \ SIZING OF DR_Y-S — AVAILABLE SPACE — _ DOES -NOT- LOW ENOUGH ROOM TO — \ -- ACCOMODATE THEFULLTRE) ME. �XCESS_RIJNOFF WOU PASS DRY SWALE_C- \ m / AN _— HD102-- ^— ---- -- ---- -- --~` -, o r - -- U ~-- — --- _ Y_ _ DRY A -B --__- / \� D102 4e 00' ss \ \ _ \ ` \ RY S E A \ \ \ \ TAXI Y A ®\ ® ® ® ® ® ®fro ® ® ® ® ® ® ® ® ® / ® ® ® ® ® m ® ® ® ® l — E16' - (E77' t AE z E20) P STORMWATER MANAGEMENT DATA TOTAL TOTAL AREA MANAGED TURF PHOSPHOROUS PERCENT LOAD REDUCTION PROJECT SITE INDIVIDUAL SITE (AC) IMPERVIOUS (AC) (AC) PROJECT SITE Rv LOAD (LB/YR) REDUCTION REQUIRED (LB/YR) REQUIRED TAXIWAY B & C INFIELD 16.82 5.81 11.01 0.50 20.19 20% 2.90 i DRAINAGE AREA PHOSPHOROUS LOAD REMOVED BY BMP SELECTION (AC) IMPERVIOUS (AC) MANAGED TURF (AC) RUNOFF REDUCTION ACHEIVED (CF) REMOVAL PRACTICE (LB/YR) EFFICIENCY 25.38 AC 5.A. DRY SWALE #1 (A) 2.81 1.97 0.84 2,596 20% 2.06 5.A. DRY SWALE #1 (B) 5.03 3.53 1.50 4,642 20% 3.69 5.A. DRY SWALE #1 (C) 0.81 0.32 0.48 583 20% 0.48 TOTAL= 1 7,821 TOTAL= 6.23 i E8 X, NFIN CE? LEGEND POINT OF OUTFALL ANALYSIS ® ® ® SITE BOUNDARY ''J" PROPOSED DRY SWALE . ; PROPOSED DEMOLITION NOTE: ALL SOILS ARE HSG B. AIRFIELD SOILS ARE CLASSIFIED UDORTHENTS, LOAMY. PER USDA WEB SOIL SURVEY, AUGUST 2015. 0 ,//// 11.' 2 1 60 0 60 120 SCALE: 1"=60' FEET P EL/M/NARY - DO NOT USE /FOR CONSTRUCT/ON DRAINAGE AREA MAP - WATER QUALITY CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA ®�.A AIRPORT EXHIBIT CONSULTANTS, INC. www.deltaairport.com ®5 DRAWN BY: GAR SCALE: 1" = 60' CHECKED BY: JDB DATE: MARCH 2016 i 2 1 60 0 60 120 SCALE: 1"=60' FEET P EL/M/NARY - DO NOT USE /FOR CONSTRUCT/ON DRAINAGE AREA MAP - WATER QUALITY CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA ®�.A AIRPORT EXHIBIT CONSULTANTS, INC. www.deltaairport.com ®5 DRAWN BY: GAR SCALE: 1" = 60' CHECKED BY: JDB DATE: MARCH 2016 I D'. 'sh jS< RAJ NWAY 3-t777 `- m f -- `` ® / r r a _ TAXIWAY F TO BE REMOVED TAXIWAY D TO BEJ r e — REMOVED JL 615 p � / .' :'', � —� \40*1 �— 515— --' -- �'- i" -- � / / / / / / /,� / / / / / ; / / / / / / / / / / / / / �' / / / ; / / / / / / / / / / ,• / / ; / / / / / / / ` �� .---- -- CF Cp IN1, TAXI W A --------------------------------------------------- -- ------ --- 0 Q IN s-- 17 % (9 STORMWATER MANAGEMENT DATA TOTAL INDIVIDUAL SITE TOTAL AREA IMPERVIOUS (AC) MANAGED TURF PROJECT SITE Rv PHOSPHOROUS PERCENT REDUCTION LOAD REDUCTION PROJECT SITE (AC) (AC) LOAD (LB/YR) REQUIRED REQUIRED (LB/YR) TAXIWAY D & F 8.95 2.77 6.18 0.50 20.19 20% 2.90 DRAINAGE AREA PHOSPHOROUS LOAD REMOVED BY 25.38 AC BMP SELECTION (AC) IMPERVIOUS (AC) MANAGED TURF (AC) RUNOFF REDUCTION ACHEIVED (CF) REMOVAL PRACTICE (LB/YR) EFFICIENCY NONE ----- ----- ----- LEGEND POINT OF OUTFALL ANALYSIS ® ® ® SITE BOUNDARY PROPOSED DRY SWALE PROPOSED DEMOLITION NOTE: ALL SOILS ARE HSG B. AIRFIELD SOILS ARE CLASSIFIED UDORTHENTS, LOAMY. PER USDA WEB SOIL SURVEY, AUGUST 2015. ti ( / PRE IM/NARY - DO NOT USE FOR CONSTRUCT/ON 2 l� 60 0 60 120 SCALE: 1"=60' FEET DRAINAGE AREA MAP - WATER QUALITY CHARLOTTESVILLE-ALBEMARLE AIRPORT CHARLOTTESVILLE, VIRGINIA ,' ®E`7� Ae P®�p EXHIBIT --- CONSULTANTS, INC. www.deItaairport.com ®6 DRAWN BY: GAR SCALE: 1" = 60' CHECKED BY: JDB DATE: MARCH 2016