The URL can be used to link to this page

Home My WebLink About11-24 Site PlanWINCHESTER REGIONAL AIRPORT WINCHESTER, VIRGINIA RELOCATE PARALLEL TAXIWAY - SITE PLAN VICINITY MAP DRIVESKYLINEo33 REGIONAL AIRPORT 81p o340 WINCHESTER ROYAL FRONT 29o CULPEPER o17 66p WARRENTON 17o 66p o50 o29 LEESBURG MARTINSBURG W. VA. o50 522o o340 81p 7 MD. LIGHTING: AIRFIELD TAXIWAY LIGHTING INSTALLATION OUTDOOR STORAGE: N/A TRASH RECEPTACLES: N/A SIGNS: NONE FLOOR AREA RATIO: N/A PARKING: N/A LANDSCAPING: N/A SHAWNEE MAGISTERIAL DISTRICT OWNER/DEVELOPER: WINCHESTER REGIONAL AIRPORT AUTHORITY 491 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 PHONE: (540) 662-5786 FAX: (540) 722-9335 DESIGNER: DELTA AIRPORT CONSULTANTS, INC. 3544 NORTH PROGRESS AVENUE, SUITE 200 HARRISBURG, PENNSYLVANIA 17110 PHONE: (717) 652-8700 FAX: (717) 652-8371 AIP PROJECT NO. 3-51-0059-044-2023 (DESIGN) AIP PROJECT NO. 3-51-0059-PENDING (CONSTRUCTION) DOAV PROJECT NO. CF0059-44 (DESIGN) DOAV PROJECT NO. CF0059-PENDING (CONSTRUCTION) DELTA PROJECT NO. 22026 FOR THE WINCHESTER REGIONAL AIRPORT AUTHORITY APRIL 2024 NOT TO SCALE N ZONING: RA SETBACK REQUIREMENTS FROM STRUCTURES TO PROPERTY LINE: FRONT:REQUIRED: 60 FEET PROVIDED: 60 FEET SIDE/REAR:REQUIRED: 50 FEET PROVIDED: 50 FEET MAXIMUM HEIGHT FOR RA:35 FEET PROVIDED:N/A PROPOSED USE: PUBLIC USE AIRPORT ACREAGE: AIRPORT: 380.076 ACRES FEE 469.451 ACRES EASEMENT TOTAL ACREAGE DISTURBED = 58.96 AC PROJECT INFORMATION: PERCENT OF TOTAL PROPERTY DISTURBED = 15.51% ACRES OF WOODLANDS DISTURBED = 0.0 AIRPORT-OWNED PROPERTY WITH STRUCTURE DEMOLITION: 64 A 79 WINCHESTER SIGNAGE: NO SIGNAGE IS PROPOSED AS PART OF THIS PROJECT. ONE SITE PLAN FOR ALL SECTIONS OF THE TAXIWAY RELOCATION WILL BE SUBMITTED FOR REVIEW AND APPROVAL PREVIOUSLY APPROVED PLANS FOR THE SUBJECT PROPERTY: INCLUDING SITE PLANS (SP) #14-90, #27-18, #08-91, #36-94, #04-95, #36-96, #04-00, #10-06, #55-08, #01-11. #07-13, #16-13, #02-20, #41-20, #15-22, AND #05-23. CERTIFICATION #: EXPIRATION DATE: APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE NOTE: CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM FREDERICK COUNTY PRIOR TO INITIATING ANY SITE WORK. RESPONSIBLE LAND DISTURBER: NAME: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SITE PLAN SUBMISSION NO.DATE ONE (1) TWO (2) 03/13/2024 SITE PLAN REFERENCE NO. 11-24 PREVIOUS SITE PLAN REFERENCE NO. #05-23 o 644 522 B U F F L I C K VICTORY LANE A I R P O R T 645 728 AIRPORT WINCHESTER REGIONAL 645 R O A D 655 17 50o LOCATION MAP NOT TO SCALE N R O A D PROPERTY IDENTIFICATION NUMBER(S): 64 A 79, 64 A 61, 64 A 62, 64 A 63, 64 A 64, 64 A 65, 64 A 66, 64 A 67, 64 A 68, 64 A 69, 64 A 70, 64 A 71, 64 A 72, 64 A 74, 64 5 D, 64 5 5, 64 5 6, 64 A 159A 04/15/2024 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES: OKV - Winchester Regional Airport Authority Logo RGB.jpg; OKV - Winchester Regional Airport Logo RGB.JPG;DRAWING: 22026-SITE-COV.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN COVER SHEET WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 1 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 025995 JOHN CASEY LONGNAKEROTELAFOH V IAINSHEET INDEX SHEET #TITLE 1 COVER SHEET 2 BOUNDARY & ZONING MAP 3 GENERAL LAYOUT 4 PROJECT NOTES 5 EXISTING CONDITIONS 6 EXISTING CONDITIONS 7 EXISTING CONDITIONS 8 EXISTING CONDITIONS 9 EXISTING CONDITIONS 10 EXISTING CONDITIONS 11 EXISTING CONDITIONS 12 EXISTING CONDITIONS 13 EXISTING CONDITIONS 14 EXISTING CONDITIONS 15 CONSTRUCTION NOTES 16 DEMOLITION PLAN 17 DEMOLITION PLAN 18 DEMOLITION PLAN 19 DEMOLITION PLAN 20 DEMOLITION PLAN 21 DEMOLITION PLAN 22 DEMOLITION PLAN 23 GEOMETRIC LAYOUT 24 GEOMETRIC LAYOUT 25 GEOMETRIC LAYOUT 26 GEOMETRIC LAYOUT 27 GEOMETRIC LAYOUT 28 GEOMETRIC LAYOUT 29 GEOMETRIC LAYOUT 30 GRADING & DRAINAGE 31 GRADING & DRAINAGE 32 GRADING & DRAINAGE 33 GRADING & DRAINAGE 34 GRADING & DRAINAGE 35 GRADING & DRAINAGE 36 GRADING & DRAINAGE 37 GRADING & DRAINAGE 38 GRADING & DRAINAGE 39 GRADING & DRAINAGE 40 DRAINAGE SUMMARY 41 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 42 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 43 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 44 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 SHEET INDEX SHEET #TITLE 45 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 46 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 47 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 48 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 49 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 50 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 1 51 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 52 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 53 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 54 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 55 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 56 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 57 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 58 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 59 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 60 EROSION & SEDIMENT CONTROL LAYOUT - STAGE 2 61 EROSION & SEDIMENT CONTROL NOTES 62 EROSION & SEDIMENT CONTROL DETAILS 63 EROSION & SEDIMENT CONTROL DETAILS 64 EROSION & SEDIMENT CONTROL DETAILS 65 TYPICAL SECTIONS 66 PAVEMENT DETAILS 67 DRAINAGE DETAILS 68 DRAINAGE DETAILS 69 DRAINAGE DETAILS 70 FENCING LAYOUT 71 FENCING NOTES & DETAILS 72 CENTERLINE PROFILES 73 CENTERLINE PROFILES 74 CENTERLINE PROFILES 75 CENTERLINE PROFILES 76 CENTERLINE PROFILES 77 CENTERLINE PROFILES 78 DRAINAGE PROFILES 79 DRAINAGE PROFILES 80 DRAINAGE PROFILES 81 DRAINAGE PROFILES 82 CHANNEL PROFILES 83 CHANNEL PROFILES 84 CHANNEL PROFILES 85 CHANNEL PROFILES 86 CHANNEL PROFILES 87 CHANNEL PROFILES PRELIMINARY - DO NOT USE FOR CONSTRUCTION APRIL 2024 SITE PLAN C:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-COV.dwg, L1, 4/12/2024 2:16:22 PM, PWise 1/2" REBARFND. @ BASEOF 24" OAK314.05'(NOT TO SCALE)DETAIL "C"N 31°45'14" EN 57°35'31" E145.24'D.B. 423FND.PG. 252REB.DETAIL "B"(NOT TO SCALE)REB. FND.HWY. MON.93.1'FND.746.94'D.B. 423 PG. 252D.B. 322 PG. 52660' R/WD.B. 423 PG. 3028N 61°11'45" W1.0'N 58°48'42" W30.00'N 59°07'46" W635.67'20'RT. 776U.S. RT. 5225/8"REBARFND.STONE FND.30" OAKTREExxxxxxxxxFND.IRON PIPEFND.254.21'STONEREBARFND.1/2"RT. 776LC20' R/WRT. 7761/2"REBARFND.FND.IRON PIPE xREBARFND.x5/8"1/2"REBARFND.xxxxxxxxxPOST FND..xOLD CORNERxxxxxFND.1/2"REBARxDEDICATED FOR USEAS A PUBLIC ROADRT. 77650'337.7 ACRESOLD POSTON LINES 27°26'44" ERT. 776616.25'S 31°45'14" WN/F ROBERTSON314.22'CL64.5'N 59°07'46" W.L=114.24'N 27°13.00" WDETAIL "A"SCALE: 1" = 200'148.42'S 52°20'11" E192.31'171.23'2090.61'43.4 ACRES65+00AIRPORT ROAD - RT. 645OLD CORNERPOST FND.DRIVECESSNAFND.RT. 728R/W CLSTONEFND.CORNER POSTFND.FND.1/2" REBARTRAILER PARKING1/2" REBAR&OPEN STORAGEWELLEX.1/2"REBARFND.FND.1/2"REBARBNOTES:1.THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORTAND DOES NOT NECESSARILY INDICATE ALL ENCUMBRANCES ON THEPROPERTY.2.IMPROVEMENTS HAVE NOT BEEN LOCATED BY THIS SURVEY AS PER WRITTENAGREEMENT WITH THE CLIENT.3.UNLESS OTHERWISE INDICATED ON THIS PLAT, 5/8" CAPPED REBAR WILL BESET SET AT ALL PROPERTY CORNERS. PROPERTY CORNERS ALONG 30'PRESCRIPTIVE EASEMENT WILL BE OFFSET 15'.4.FIELD MEASUREMENTS, INFORMATION FROM ADJOINING OWNERS OF LONGSTANDING AND VIRGINIA DEPARTMENT OF TRANSPORTATION RECORDS SHOWRT. 776 AND THE MAJORITY OF OLD RT. 645 TO BE A 30' PRESCRIPTIVEEASEMENT ONLY. THIS SURVEYOR FOUND NO CONVEYANCES FOR PUBLIC USEAMONG THE LAND RECORDS.5.THIS AREA OF LAND APPROXIMATELY 107' x 60' IS PART OF PARCEL "B" ASSHOWN ON PLAT OF SURVEY BY H. BRUCE EDENS, DATED 3 OCTOBER 1972 ANDRECORDED WITH A DEED DATED 14 NOVEMBER 1972 IN D.B. 399 PG. 303CONVEYING PARCEL "B" TO WOODROW W. HALL, ET AL. THE "CLEAR ZONEEASEMENT" DENOTED AS PARCEL 4A ON EXHIBIT "A" ATTACHED TO THECOVENANT AND AGREEMENT RECORDED IN D.B. 516 PG. 562 DATED 31 AUG.1979, INCLUDES THIS 107' x 60' AREA ALTHOUGH THE PROPERTY WAS NOLONGER STANDING IN THE NAME OF THE GRANTORS.6."O. LEE GRABBER, HIS HEIRS AND ASSIGNS AS SUCCESSORS IN TITLETO THE SAID ADJACENT LAND, ARE GRANTED A PERPETUAL EASEMENTFOR USE OF THE WATER FROM THE EXISTING WELL ON TRACT 5-D ASWELL AS AN EASEMENT OF RIGHT-OF-WAY FOR INGRESS AND EGRESSFROM GRABBER'S LAND TO AND FROM THE SAID WELL FOR". . . WATERLINE PURPOSES. DEED BOOK 544 PAGE 708.7.THIS 30' WIDE PORTION OF W.R.A.A. PARCEL #11 WAS CONTAINED INTHE PARCEL ACCORDING TO DEED BOOK 183 PAGE 444, WHERE R.CLARK FLETCHER, A WIDOWER, CONVEYED THE PARCEL TO CHARLESALT AND DAISY M. ALT BY DEED DATED 13 SEPTEMBER 1942. THISSURVEYOR FOUND NO INFORMATION AMONG THE LAND RECORDSWHERE IT HAD BEEN CONVEYED AWAY FROM THE ORIGINAL PARCEL.8.THIS 20' RIGHT-OF-WAY IS SHOWN ON PLAT OF SURVEY RECORDEDWITH PARCELS "12A & 12B" RECORDED WITH DEED DATED 27 AUG. 1971DEED BOOK 380AT PAGE. 58864B A 40RA, RESIDENTIAL64B A 38B1B2, COMMERCIAL64B A 21RA, RESIDENTIAL64 1 A1B2, COMMERCIAL64 A A4B2, COMMERCIAL64 10 (5)(4)(3)B2, COMMERCIAL64 A 87AR4, PUBLIC SAFETY64 A 83R4, ABANDONED GOLFCOURSE64 A 82R4, ABANDONED GOLFCOURSE64 A 80JM1, INDUSTRIAL64 A 80MM1, INDUSTRIAL64 A 80AM1, INDUSTRIAL64 9 4M1, INDUSTRIAL64 9 1M1, INDUSTRIAL64 A 159DB2, COMMERCIAL64 11 16M1, WOODS64 11 17M1, WOODS64 A 174RA, RESIDENTIAL64 A 173RA, RESIDENTIAL64 A 161RA, SPEEDWAY64 5 6ARA, RESIDENTIAL64 5 7RA, RESIDENTIAL64 5 5ARA, RESIDENTIAL64 5 D4RA, RESIDENTIAL64 5 D1RA, RESIDENTIAL64 5 4M1, COMMERCIAL64 5 3M1, RESIDENTIAL64 5 1M1, WOODS64 A 39CRA, FIELD64 A 39M1, COMMERCIAL64F 1 PM1, COMMERCIAL64F 1 1M1, COMMERCIAL64F 1 10M1, WOODS64 A 40JM1, FIELD64 A 40IB2, FIELD64 A 40AB2, FIELD64 A 40KM1, INDUSTRIAL64 A 7164 A 7064 A 69RA, RESIDENTIAL64 A 6764 A 6664 A 6464 A 6364 A 60RA, RESIDENTIAL64 A 59RA, RES.64B A 51RA, RESIDENTIAL64B A 50 RA, RES.64B A 52RA, RES.64B A 49 RA, RES.64B A 33ARA, RESIDENTIALFEETSCALE: 1"=400'8004000400OKV-COKV-AOKV-B64B A 47RA, RES.64 5 664 5 564 5 D64 5 4A64 5 3A64 5 1A64 5 1A64 5 39A64 5 39A64 5 3A64 5 4A64 5 D64 5 564 5 6B64 5 7B64 5 664 A 159A64 A 159A64 A 159A64 A 159A64 A 159F64 A 159C64 A 16064 A 159A64 A 159A64 A 79G64 5 A64 A 79G64 A 79G64 A 7964 A 8664 A 7964 A 7964 A 40B64 A 6164 A 7964 A 7964 A 7964 A 7964 A 7964 A 7964 A 6264 A 6564 A 6864 A 7264 A 7964 A 7464B 3 B64B 3 A64B A 4864B A 3964 A 8864 A 159C64 A 79G64 A 79G64 A 79G64 A 8864B A 33ARA, RESIDENTIAL64B A 21RA, RESIDENTIAL64 A 6864 A 7164 A 7064 A 69RA, RESIDENTIAL64 A 6764 A 7264B A 38B1B2, COMMERCIALCAA30' PRESCRIPTIVE ESM'T.D.B. 568 PG. 769N/F DICKGOLLADAYD.B. 170PG. 398U.S. RT. 522N/FBEAVERRT. 776N/F BEAVERN/F BEAVERSEE NOTE 7D.B. 310 PG. 44N/F CUSTER, TRUSTEEROSENBERGERN/FRAN/F BEAVERD.B. 322 PG. 526D.B. 423PG. 252BEAVERD.B. 423PG. 252N/FBEAVERRAN/F GOLLADAYD.B. 467 PG. 96N/F WORCOD.B. 634 PG. 51N/F WINCHESTER OFFICED.B. 691 PG. 293HE/RANICHOLSOND.B. 245 PG. 216N/FUTILITY ESM'T.D.B. 677 PG. 487F.C.S.A.40'M1D.B. 753 PG. 367STA. = 3+24.79RIGHT-OF-WAY30' PRESCRIPTIVE ESM'T.WASHINGTON GAS CO.(50' MAX. WIDTH)N/FN/FSTA. = 8+68.58385.19' RT. RUNWAY14/32 CL10+00599.16' LT. RUNWAY14/32 CLRAD.B. 673 PG. 201D.B. 673 PG. 201RAN 46°40'40" WN/F JGR THREE LLC ETALSFREDERICK COUNTY VIGINIAINST. 070015617(11A)RAAREA EXCEPTED & RESERVED IN(A.K.A. POWLEN EQUIPMENT CO. TRACTDESCRIBED BY SURVEY OF R.U. GOODEWINCHESTER REGIONAL AIRPORT AS PREPARED BY:AND NOTES TAKEN FROM PLAT OFDATED AUGUST 1992, AND REVISED OCTOBER 2, 1992(SEE NOTE 4)WINCHESTER, VIRGINIA 226013078 SHAWNEE DRIVEDOVE AND ASSOCIATESD.B. 659 PG. 175DATED NOV. 27, 1968)RT. 728D.B. 671 PG. 857(6,968 SQ. FT.)AREA EXCLUDEDFROM PLAT FORCONVEYANCE TOW.R.A.A. IND.B. 607 PG. 669545.68' LT. RUNWAYD.B. 607 PG. 661THOMAS A. GROVELEON W. LARGENTD.B. 671 PG. 850RARUNWAY 14-32 (5,500')ANDREW W. ANDERSON, JR.RANDOLPH E. ROGERS JR.KEITH G.RODERSD.B. 567 PG. 58EARNEST A. NEFFROBERT M. LARGENTBRUCE F. GROVE50'50'14/32 CLM1N/F GLAIZE & BROS.N/F COVERSTONED.B. 222 PG. 231N/F HANSEND.B. 543 PG. 767N/F HERNDOND.B. 583 PG. 593D.B. 721 PG. 113N/F GLAIZEFREDERICK REALTYSTA. = 71+53.81N/F NORTHD.B. 721 PG. 113N/F GLAIZE14/32 CLEASEMENTNOT BEEN SURVEYED IN THE FIELDPURCHASED BY W.R.A.A. BUT HASTHIS PARCEL HAS BEEN RECENTLY54' INGRESS/EGRESS30' PRESCRIPTIVE ESM'T.BY THIS SURVEYOR.STA. = 88+98.85580.31' LT. RUNWAYCLPG. 1427D.B. 781W.R.A.A.RARARPRAR4R5B1B2B3M1MH1M1N/F GLAIZED.B. 607 PG. 669ZONING LEGENDCENTER LIMITED PARTNERSHIPNOTE: PERIMETER SURVEY, DETAILS, TABLES- RESIDENTIAL PERFORMANCE DISTRICT- RURAL AREA- RESIDENTIAL PLANNED COMMUNITY DISTRICT- RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT- BUSINESS NEIGHBORHOOD DISTRICT- BUSINESS GENERAL DISTRICT- INDUSTRIAL TRANSITION DISTRICT- LIGHT INDUSTRIAL DISTRICT- MOBILE HOME COMMUNITY DISTRICTB2B2M1M1M1M1RA/M1RARARARARARARAB2M2EMHEAP1FPHAIAMS- INDUSTRIAL GENERAL DISTRICT- EXTRACTIVE MANUFACTURING DISTRICT- HIGHER EDUCATION DISTRICT- AIRPORT DISTRICT- FLOODPLAIN DISTRICTS- HISTORIC OVERLAY ZONE- INTERSTATE OVERLAY DISTRICT- MEDICAL SUPPORT DISTRICTVDOT RIGHT OF WAY (ROW)APPROX AIRPORT PROPERTY LINEAIRPORT EASEMENTLEGENDVDOT ACQUISITION LINE64 9 2DETAIL DESIGNATIONPROJECT SITEPROJECT SITENN/F JGR THREE LLC ETALSINST. 140000018INST. 14000001864 A 86R4, ABANDONED GOLFCOURSE64 A 87R4, ABANDONED GOLFCOURSEPREVIOUS SITE PLAN REFERENCE NO. #05-23NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-ZMP.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371BOUNDARY & ZONING MAPWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024287 1" = 400'RELOCATE PARALLEL TAXIWAY - SITE PLANPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ZMP.dwg, L1, 4/12/2024 2:16:43 PM, PWise SCALE: 1"=300'3000FEET300600NLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONSTONE CONSTRUCTION ENTRANCEHAUL ROUTE (TWO-WAY TRAFFIC)LIMITS OF DISTURBANCEEXISTING FENCEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3WETLANDS8BM-XLODXROFARPZRSATOFANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "RW" (RUNWAY 14-32 CENTERLINE)UNLESS OTHERWISE NOTED.2.SUFFICIENT PROPERTY INTEREST TO COMPLETETHIS PROJECT TO BE ACQUIRED BY THE OWNERPRIOR TO THE PROJECT. COORDINATE WITH THEOWNER TO MARK THE ALLOWABLE LOD ON THISPARCEL PRIOR TO COMMENCING THE WORK.PREVIOUS SITE PLAN REFERENCE NO. #05-23LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODFHFHFHFHFHFHFHFHFHFHFHFHFHWaterWater4"=4WTSTOPSTOP G450G550G650GLOBAL 5000/6000G450G550G650GLOBAL 5000/6000G450G550G650GLOBAL 5000/60004W-4"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAIRPORT ROAD 400' x 1000'RUNWAY SAFETY AREABUFFLICK ROADRT. 776STATE ROUTE 645PAPITW "C"APRONRUNWAY 14-32 (5498' x 100')GLIDE SLOPE CRITICAL AREATW "D"PAPIWINDSOCKROUTE 50TO US VICTORY ROAD300'STATE ROUTE 645RPZ 500' x 1510' x 1700'GREATER THAN OREQUAL TO 3/4 MILEAPPROACH VISIBILITYLOCALIZERANTENNASTA 10+00N: 7101599.4168E: 11581768.5492ROTATING BEACONAIRPORTSECURITY GATEFUEL FARMSTA 64+98, ELEV=701N: 7097809.7100E: 11585754.5400EXTENDEDRUNWAY SAFETYAREA 400' x 1000'RPZ 1000' x 1750' x 2500'LOWER THAN 3/4 MILEAPPROACH VISIBILITYTW "C1"TW "C2"POSSIBLE WETLANDS(J.D. EXPIRED)POSSIBLE WETLANDS(J.D. EXPIRED)WETLANDS(J.D. # 2008-1979ISSUED 7-21-08)10+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+00EXISTING TAXIWAY "A"ELECTRICALVAULT321191817161413121198654400'BASELINE "RW"TL "E"TL "F"WIND CONEOKV COKV AOKV BEXTENDEDCLOSEDROAD250'400'250'131' TAXIWAYOBJECT FREE AREA79' TAXIWAYSAFETY AREA35'LOCALIZERCRITICAL AREARELOCATEPARALLELTAXIWAY -SECTION 1TERMINALPROPOSED TAXIWAY "A"P2P1RELOCATEPARALLELTAXIWAY -SECTION 2RELOCATE PARALLELTAXIWAY - SECTION 3PRIMARYSURFACEPRIMARYSURFACEWETLANDS SURVEYED BYGREENWAY ENGINEERINGNOVEMBER 2023. REFERENCEDELTA PROJECT 22081.BENCHMARK SCHEDULEBM #NORTHINGEASTINGSTATIONELEV.DESCRIPTIONOKV A7098699.1311585149.8954+47.15698.63PRIMARY AIRPORT CONTROL STATION (PACS)BENCHMARK NOTES:1.STATIONS AND OFFSETS BASED ON RUNWAY CENTERLINE (BASELINE "RW"), UNLESS NOTED OTHERWISE.2.HORIZONTAL CONTROL BASED ON VIRGINIA STATE GRID (NAD83) NORTH ZONE. VERTICAL CONTROL BASED ON U.S.COASTAL & GEODETIC DATUM (NAVD88), UNLESS NOTED OTHERWISE. NORTHING AND EASTING BASED ON NGS MODEL INEFFECT AT TIME OF PUBLICATION; VERIFY COORDINATES WITH NGS PRIOR TO USE.OFFSET227.81' LTOKV B7102561.1111580684.59-4+50.02727.25SECONDARY AIRPORT CONTROL STATION (SACS)49.97' RTOKV C7097143.5011586528.5175+18.15689.3650.29' LTSECONDARY AIRPORT CONTROL STATION (SACS)TW "A2"NOTE 2USE GATE10 FORBASINACCESSWASTE AREA FORSECTION 1 MATERIALAIRPORT ROAD STATE ROUTE 645CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg IMAGES:DRAWING: 22026-SITE-GEN.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGENERAL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024387 1" = 300'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEN.dwg, L1, 4/12/2024 2:17:08 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 PROJECT NOTES: GENERAL: 1.THE PROJECT NOTICE-TO-PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS IN-PLACE AND THE CONSTRUCTION CONTRACT HAS BEEN APPROVED AND FULLY EXECUTED BY ALL PARTIES. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING (INCLUDING PAYMENT OF FEES) ALL BONDS, PERMITS, LICENSES, ETC. REQUIRED BY LOCAL, STATE, AND FEDERAL AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WHICH PERMITS ARE REQUIRED WITH THE COUNTY PUBLIC WORKS DIVISION, STATE SOIL CONSERVATION SERVICE, STATE HIGHWAY ADMINISTRATION, COUNTY PURCHASING OFFICE, EROSION CONTROL OFFICER, ETC. (NO SEPARATE PAY ITEM). 3.ANY LISTED MANUFACTURER'S EQUIPMENT WILL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT. 4.BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. BORING INFORMATION WAS PROVIDED BY: TRIAD ENGINEERING, INC. 200 AVIATION DRIVE WINCHESTER, VIRGINIA 22602 5.FIELD SURVEY INFORMATION WAS PROVIDED BY: TRIAD ENGINEERING, INC. 200 AVIATION DRIVE WINCHESTER, VIRGINIA 22602 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VIRGINIA 22602 6.THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREA COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALL CONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BY OTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THE ENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-06 OF THE SPECIFICATIONS. IT IS NOT CURRENTLY ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OF THIS PROJECT. 7.THE APPROXIMATE LOCATION OF THE CONTRACTOR'S STAGING AREA(S) HAVE BEEN SHOWN ON THE PLANS. 8.CONTRACTOR EMPLOYEE(S) ARE PROHIBITED FROM RESIDING AT THE PROJECT SITE, ON AIRPORT PROPERTY, IN THE STAGING AREA, OR ANY OTHER TEMPORARY FACILITY. 9.THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE (FAA, DOAV, ETC) UNDER A (CAT EX, FORM C, FONSI, ETC.) DATED FEBRUARY 3, 2009. 10.IN ACCORDANCE WITH SECTION 60-05, A RESIDENT PROJECT REPRESENTATIVE'S FIELD OFFICE AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED AT A LOCATION INDICATED ON THE PLANS AND IS INCIDENTAL TO THE COST OF THE PROJECT. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT. THE OWNER WILL PROVIDE ALL RESIDENT PROJECT REPRESENTATIVE SERVICES 11.THERE ARE PROVISIONS IN THE CONTRACT DOCUMENTS FOR ADJUSTMENT IN CONTRACT TIME DUE TO UNUSUALLY ADVERSE WEATHER CONDITIONS. HOWEVER, THE CONTRACT TIME HAS BEEN ESTABLISHED BASED UPON THE RECEIPT OF NORMAL PRECIPITATION FOR THE PROJECT AREA. REFER TO “CONTRACT TIME EXTENSIONS” OF THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. 12.IN ACCORDANCE WITH SECTION 50-07, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT AND STAKING AND MUST FURNISH STAKES FOR THE LAYOUT AND CONSTRUCTION OF THE WORK AND PRESERVING ALL STAKES AND BENCHMARKS THROUGH THE DURATION OF THE PROJECT. 13.ALL BIDDERS ARE PERMITTED TO PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE OWNER PRIOR TO MOBILIZING TO PERFORM ANY GEOTECHNICAL INVESTIGATIONS. SECURITY: 14.THE CONTRACTOR SHALL SUBMIT A SAFETY PLAN COMPLIANCE DOCUMENT (SPCD) IN ACCORDANCE WITH SECTION 80-04.1 “OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. 15.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OF ITS EMPLOYEES AND SUBCONTRACTOR EMPLOYEES ONLY USE AUTHORIZED ACCESS POINT(S). EMPLOYEES SHALL VERIFY THAT THE ACCESS POINT(S) IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECURE MUST BE IMMEDIATELY REPORTED TO THE ENGINEER OR OWNER. 16.THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE(S) INDICATED ON THE PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER AND OWNER. 17.THE CONTRACTOR SHALL ALWAYS MAINTAIN SEPARATION BETWEEN THE SECURE SIDE AND NON-SECURE SIDE OF THE AIRPORT. THE PERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THE CONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATE GUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BE SECURED AND LOCKED AT THE COMPLETION OF WORK EACH DAY. 18.ALL CONTRACTOR VEHICLES OPERATING INSIDE THE SECURITY FENCE SHALL BE CLEARLY LABELED WITH THE CONTRACTOR'S COMPANY NAME VISIBLE FROM 200 FEET. THE COMPANY NAME SHALL BE LABELED ON BOTH SIDES OF THE VEHICLE. OPERATIONS AND PHASING: 19.A 25-FOOT MAXIMUM EQUIPMENT HEIGHT HAS BEEN COORDINATED WITH THE FAA FOR AIRSPACE CLEARANCE. THE CONTRACTOR SHALL SUBMIT AN UPDATED FAA FORM 7460 “NOTICE OF PROPOSED CONSTRUCTION” IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT WITH A HEIGHT OVER 25 FEET. 20.THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFT AND PUBLIC SAFETY SHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTED TO SECTION 80-04.1 “OPERATIONAL SAFETY ON AIRPORT DURING CONSTRUCTION” AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. EQUIPMENT AND VEHICLES SHALL BE MARKED WITH YELLOW FLASHING DOME TYPE LIGHTS OR 3' X 3' ORANGE AND WHITE CHECKER FLAGS. YELLOW FLASHING DOME TYPE LIGHTS ARE REQUIRED FOR NIGHTTIME OPERATIONS. 21.ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDE THE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THE APPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. 22.THE CONTRACTOR SHALL RELOCATE THE CLOSED MARKERS AND AVIATION BARRICADES DURING THE PROJECT. MULTIPLE RELOCATION OF THE CLOSED MARKERS WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKERS AND BARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION. 23.THE CONTRACTOR SHALL HAVE AN ADEQUATE NUMBER OF TWO-WAY AVIATION BAND RADIOS ON-SITE AT ALL TIMES AND SHALL BE RESPONSIBLE FOR PROVIDING THE RADIOS. REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS. PRIOR TO ENTERING ANY AIR OPERATIONS AREA (AOA) OR SAFETY AREA (AS SHOWN ON THE PLANS AND IDENTIFIED IN THE SPECIFICATIONS), THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER, OR OFFICIAL DESIGNATED REPRESENTATIVE. TWO-WAY AVIATION BAND RADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAY SAFETY AREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY AVIATION BAND RADIOS SHALL BE REQUIRED IN THESE AREAS. THE CONTRACTOR SHALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (122.975 MHZ) AT ALL TIMES. 24.RUNWAY AND/OR TAXIWAY LIGHTS SHALL BE DE-ENERGIZED OR PROPERLY COVERED ON CLOSED RUNWAY(S) AND ALL CLOSED SECTIONS OF TAXIWAYS IN A MANNER APPROVED BY THE ENGINEER (NO SEPARATE PAY ITEM). REMOVING THE LAMP FROM ITS FIXTURE IS NOT ALLOWED. 25.UPON NOTIFICATION FROM THE OWNER, ENGINEER, OR OFFICIAL DESIGNATED REPRESENTATIVE, THE CONTRACTOR SHALL IMMEDIATELY CLEAR THE RUNWAY AND/OR TAXIWAY SAFETY AREAS OF EQUIPMENT AND PERSONNEL IN THE EVENT OF A DECLARED AIRCRAFT EMERGENCY. HAUL ROUTE: 26.THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE HAUL ROUTES CROSS PAVEMENT. SEE THE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THE CONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD AND DEBRIS ARE NOT TRACKED ONTO OPEN AREAS OF THE AIRCRAFT APRON OR VEHICLE ROADWAYS. 27.THE CONTRACTOR SHALL LINE THE HAUL ROUTE, ON THE DOWN SLOPE SIDE WITH SILT FENCE OR SILT SOCK. THE CONTRACTOR SHALL MAINTAIN THE FENCE OR SOCK DURING CONSTRUCTION AND MAKE IMMEDIATE REPAIRS TO ALL DAMAGED FENCE. 28.ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL AND EQUIPMENT SHALL USE ONLY THE DESIGNATED HAUL ROUTES FOR INGRESS AND EGRESS TO THE CONSTRUCTION AREA AND FOR HAULING MATERIALS TO THE APPROVED WASTE AREA (AS APPLICABLE). 29.NO CONTRACTOR TRAFFIC SHALL USE ANY PORTION OF RUNWAY(S), TAXIWAY(S) OR APRON(S) THAT ARE NOT ON THE HAUL ROUTE OR WITHIN THE ACTIVE PROJECT AREA. 30.THE HAUL ROUTE SHALL ENTER THE WASTE AREA ON THE UP-SLOPE SIDE. 31.ANY CONSTRUCTION OR MAINTENANCE NECESSARY, INCLUDING ASSOCIATED LABOR AND MATERIALS, TO PRESERVE THE HAUL ROUTE FOR THE CONTRACTOR'S USE WILL BE CONSIDERED INCIDENTAL PROJECT COSTS AND WILL NOT BE A SEPARATE PAY ITEM. 32.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. NO SEPARATE PAYMENT WILL BE MADE FOR PAVEMENT REPAIR NECESSARY DUE TO CONTRACTOR'S HAULING OPERATIONS. 33.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL HAUL ROUTES, RE-ESTABLISH ORIGINAL GRADES, AND SEED AND MULCH AS ORDERED BY THE ENGINEER. SEEDING AND MULCHING TO RESTORE HAUL ROADS SHALL BE MEASURED FOR PAYMENT. 34.THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE GENERAL LAYOUT AND PHASING LAYOUT FOR ADDITIONAL INFORMATION. NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-NTS.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN PROJECT NOTES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 4 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-NTS.dwg, L1, 4/12/2024 2:17:30 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A705710715720725702703704706707708709711712713714716717718719721722723724726726G/RG/RG/RG/RG/RRIPRAPRIPRAPBrush72" RCPE10248" RCP48" RCP72" RCPE167E168E16948" RCPCOBBBBBBBBBBBBBBBBBBBBBBBBBP223+004+005+006+007+008+009+0010+0011+00E106AE107INV=682.47SSMH #1TOP=696.944" PVC IN=684.2830" RCP OUT=684.18SSMH #2TOP=699.3430" RCP IN=684.0830" RCP OUT=684.00INV=698.68DIG #E167TOP=719.5342" RCP IN=703.1348" RCP OUT=702.92SSMH #E168APPROX.LOCATION4+005+507+008+5010+0011+504+005+507+008+5010+0011+50300' RT450' RT600' RT300' RT450' RT600' RT750' RT750' RTMATCHLINE SHEET 6MATCHLINE SHEET 5RUNWAY 14-32 (BL "RW")300' RT450' RT600' RT300' RT450' RT600' RT750' RT750' RT4+005+507+00NORTH GA -BASIN 18+50LOCALIZERCRITICAL AREA721721722723731PipePipePipeMHPipePipePipePipeHWPipePipeSignPipeHWPipeB-16MATCHLINE SHEET 713+0014+5016+0017+5013+0014+5016+0017+50MATCHLINE SHEET 6RT. 776 BUFFLICK ROADINSET A750' RT750' RTNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L0DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024587 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L0, 4/12/2024 2:18:32 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A720720720720725730730718719721721721721721721722722722723723723723724724724724726727727728728729729710715720725707708709711712713714716717718719721722723724726727728724723721G/RG/RG/RDebrisH4"=4WPBLANKW/RB11AÙTERM14 W/RB/YB12A ÙAHSB-3B-2B-1B-11CHANNEL 1CHANNEL 1CHANNEL 1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 7MATCHLINE SHEET 6LOCALIZERCRITICAL AREAPRIMARY SURFACETAXIWAY "A"5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT5+507+008+5010+0011+5013+00MATCHLINE SHEET MATCHLINE SHEET 5MATCHLINE SHEET 5 INSET ACONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024687 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L1, 4/12/2024 2:19:02 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A72072072072072071671671671771771771771771871871871871871971971971972172172172272372472072573071871871971972172272372472672772872972471771871972072172272372071871972172572572573072272372472672772872972572372472624" RCPINV. 714.91'MHPipePipe24" RCPE104E10330" RCPB-7B-6B-5B-4B-12B-14B-13B-1518184W-4"P12" CMPCHANNEL 2CHANNEL 1DIG #E104TOP=715.3224" RCP IN=711.4230" RCP OUT=711.07XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 6MATCHLINE SHEET 8MATCHLINE SHEET 7LOCALIZERCRITICAL AREAPRIMARY SURFACETAXIWAY "A"14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT14+5016+0017+5019+0020+5022+00MATCHLINE SHEET 5 INSET ART. 776 BUFFLICK ROADCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024787 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L2, 4/12/2024 2:19:23 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A720717718719721720717718719721721721721721715714720720720720725717717718718719719721721721721722723724726727728715715720716716717717717717718719727728715720716717718719712712713714720716716717718719721722723725721722723724726720720720720725723724726727728STORM MHTOP 719.60INV. 716.69 (NW)INV. 716.69 (SE)6" CMP6" CMPMHSignGuySignSignSignMHSignGuySignSignMHGuyGuy15" RCP18" RCPE106E107E110E111E108E10924" RCPINV.=715.3924" RCPINV.=714.7915" RCPINV.=718.7315" RCPINV.=718.49"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN"AIRCRAFT &AUTHORIZEDVEHICLES ONLY" SIGNRUNWAY SIGN"14-32"E503E502E502AE50118" RCP18" RCP18" RCPHINV=715.5TOP=718.918" RCP OUT=716.2TOP=719.218" RCP IN=715.918" RCP IN=715.918" RCP OUT=715.8TOP=719.118" RCP OUT=716.5B-10B-9B-8B-14HHHEETIE DOWNS (TYP)1919CHANNEL 2CHANNEL 2SHENANDOAH GAS COMPANYEXISTING 6" GASELINE3 X 6" PRIMARY POWER CONDUITS3 X 6" PRIMARY POWER CONDUITS#E110 INV=715.20SSMH #E111TOP=718.6415" RCP IN=714.2918" RCP OUT=713.55XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAPRONTAXIWAY "A"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 7MATCHLINE SHEET 9MATCHLINE SHEET 8PRIMARY SURFACETAXILANE "T1"23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT23+5025+0026+5028+0029+5031+00RT. 776 BUFFLICK ROADCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024887 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L3, 4/12/2024 2:19:47 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A710715711712713714716710715711712713714716710710715711711712712713714716717718719715715715712712713713714714710706707708709715714710708708709711712709709711710710709711712713714710707707708708709709711712713715713713714716717718STORM MHTOP 710.84INV. 707.47 (NW)INV. 707.69 (SE)INV. 707.43 (S)6" CMP6" CMP6" CMPTankTankCBPipeTankTankPipePipe708.2E1948" RISERTOP: 708.90INV OUT: 704.344W-4"4W-4"E118E119E116E117E120E123E124E202Ù CBLANKB/YB6AÛTERM 14-32W/RB/YB7A HHWWTELE. PED."AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNGATE POWERFUEL FARM /GATE PANEL(S)E506E508E507E50518" RCP6" PVC24" RCP30" RCP30" RCP36" RCPPPJJ24" RCP24" RCPINV=707.7GRATE INLETTOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9TOP=713.224" RCP IN=709.830" RCP IN=709.030" RCP OUT=708.8HEEEPP4TIE DOWNS (TYP)33CHANNEL 2DIG #4TOP=713.7424" RCP IN=709.4624" RCP OUT=709.32DIG #5TOP=714.6030" RCP INV=709.6236" RCPINV=709.52INV=709.12#E120 INV=704.25#E123TOP=704.4918" RCP OUT=701.75SSMH #E124TOP=708.276" PVC IN=705.4218" RCP IN=698.6718" RCP OUT=698.61XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX36" RCPTAXIWAY "C"RUNWAY 14-32 (BL "RW")FUEL FARMTAXIWAY "C1"APRONMATCHLINE SHEET 8MATCHLINE SHEET 10MATCHLINE SHEET 9PRIMARY SURFACETAXIWAY "A"TAXILANE "T2"32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT32+5034+0035+5037+0038+5040+00NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 2024987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L4, 4/12/2024 2:20:08 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A705704706707708709705704706707708709706706706707705705705705704704704704706706706706707707708709705706707707701702709710708709STORM MHTOP 706.89'INV. 703.54' (NW)INV. 703.49' (SE)6" CMP6" CMPSignCBCBCB708.8E2148" RISERTOP: 709.46INV OUT: 703.74HH4W-4"E121E122E128E130E129E204E206E210TERMÚ 14-32W/RB/YB4A D ÚBLANKB/YB5AWWWW6" PVCINV.=703.166" PVC PIPEAPROX.DIRECTION4" PVCINV.=704.524" PVC PIPEAPROX.DIRECTION4" PVCINV.=705.784" PVC PIPEAPROX.DIRECTION36" RCPINV.=699.3736" RCPINV.=698.55CONC. DITCHEX. METALBUILDING/HANGAREX. METALBUILDING/HANGARTIE DOWNS(TYPICAL)RUNWAYSIGN"14-32"ASPHALTASPHALTASPHALTASPHALT"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN24" PVC PIPEDIRECTIONPPE127#E122 INV=702.34DIG #E121TOP=707.4936" RCP IN=703.6436" RCP OUT=703.59XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX36" RCP36" RCP15" RCPINV=701.28INV=703.83TAXIWAY "D"TAXIWAY "C2"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 9MATCHLINE SHEET 11MATCHLINE SHEET 10PRIMARY SURFACETAXIWAY "A"41+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT41+5043+0044+5046+0047+5049+00CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241087 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L5, 4/12/2024 2:20:29 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A702703700701702703695695700700694694696696697697698698699699699699701701702703704700700705698698698698699699701701702702703703704695696697STORM MHTOP 703.29INV. 699.49 (SE)INV. 698.97 (NW)INV. 698.95 (SW)6" CMP6" CMP6" CMPSTORM MHTOP 701.64INV. 696.54 (NW)INV. 696.49 (SE)6" CMP6" CMPCB36" RCP36" RCPE133E136E137E138BASEÚB/YB/YB3ATERMÛCBTIE DOWNS(TYPICAL)30" RCP30" RCPINV.=696.65ASPHALTCONCRETEASPHALTROOF DRAINROOF DRAINROOF DRAINROOF DRAINASPHALTCONCRETEEX. METALBUILDING/HANGARROOF DRAINROOF DRAINHOSE BIBGRASSGRASSSTORMGRATETOP= 704.5110" RCPINV. IN=702.1415" RCPINV. OUT =702.10STORMGRATETOP = 704.2615" RCPINV. IN=701.90INV. OUT =701.79STORMGRATETOP = 704.3815" RCPINV. IN=701.468" RCP INV.IN= 701.8524" RCPINV. OUT =701.353 CONC.E.P.REMAINSL/P ?TAXI WAYSIGN"TERM"6" PVC PIPEAPROX.DIRECTION6" PVCINV. = 697.626" PVC PIPEAPROX.DIRECTION6" PVCINV. = 695.586" PVCINV. = 693.72CONC. DITCH10" PVC PIPEAPROX.DIRECTION24" PVC PIPEAPROX.DIRECTION8" PVC PIPEAPROX.DIRECTIONUGEUGEUGECOCOCOCO2TOP=698.676"INV.IN=697.13 (S)18"INV.OUT=695.95 (E)6"PVC18"HDPEPPE135E134XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDIG #9TOP=702.5015" RCP OUT=700.39SSMH #10UNABLE TOACCESSPAVED OVER15" RCP#E137 INV=692.09SSMH #E138TOP=698.6636" RCP IN FROM #E137=690.6636" RCP OUT TO #E139=690.56PAPITAXILANE "E"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 10MATCHLINE SHEET 12MATCHLINE SHEET 11PRIMARY SURFACETAXIWAY "A"TAXIWAY "A"50+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT50+5052+0053+5055+0056+5058+00NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241187 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L6, 4/12/2024 2:20:51 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A695695695695695695700694694696696696696696696697697697697698698699699699701700700696696697697698698699699701701701701702702703703704704695695695700692692693693694694694694696697698699701702703695700694696697698699695700694696697698699701702693R/GR/GR/GSTORM MHTOP 700.59INV. 695.19 (NW)INV. 696.09 (SE)INV. 695.14 (SW)BTM FILLED W/ WATERUNABLE TO VERIFY PIPESIZE AND MATERIALEND UNKNOWNCB6"PVCHH4W-4"E141E142TERMÚ32 W/RB/YB2A A ÚBLANKB/YB1ASTORM MHRIM=697.86CONC. DITCHELEC.TRANSFORMERRUNWAYSIGN"14-32"15" RCPINV.=692.89TELE. PED.GRAVELWATERVALVE4W-4"HHCOCOCOCOCOCOCOCOCO22WVTHHHHWM|||||||||||||||||||||||||||||||||||||||||||||||||||||||||TRANSFORMERUTILITY VAULTACCESS ROADACCESS ROADTOP=698.676"INV.IN=696.53 (S)18"INV.OUT=694.88 (W)12"INV.=696.6412"INV.=696.29C/L DITCH6"PVC24"RCPC/L DITCHXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX#E142 INV=691.35#E142 INV=691.29#E141 INV=692.27#E141 INV=692.2336" RCP36" RCPWIND CONERUNWAY 14-32 (BL "RW")MATCHLINE SHEET 11PRIMARY SURFACETAXILANE "F"TAXIWAY "A"59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT59+5061+0062+5064+0065+5067+00MATCHLINE SHEET 13MATCHLINE SHEET 12SOUTH GA -BASIN 1NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241287 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L7, 4/12/2024 2:21:13 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A695700691692693694696697698699701702703705710704706707708709711700705696697698699701702703704700698699701701701702690695700688689691692692692693694696697698699695695696696697697698698699699699699695695695695700700700691691691691692692692692693693693693694694694694696697698699701691692701702HWHigh BrushPipePipeHWCBSignE143E155E156E153E154E152E.P.E.P.15" RCPINV.=697.4015" RCPAPROX.DIRECTIONTELE. PED.WATERVALVESAN MHTOP= 702.003" PVCINV. = 697.43SAN MHTOP= 700.933" PVCINV. = 696.71SAN C/OTELE. PED.FIRE HYD.WATERVALVEELEC.TRANSFORMER3TWVWMT|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||8'CLF8'CLFMAINTENANCE BUILDING1-STORY ALUMINUM SIDING BUILDINGACCESS ROADACCESS ROAD32"INV.=689.83TOP=695.31WEIR=693.614"INV.=692.668"INV.=691.04BOTTOM=689.588"INV.=697.3512"INV.=696.5512"INV.=696.30INV.=697.7236"INV.=696.2836"INV.=695.8130"INV.=689.9430"RCP15"INV.=698.4615"INV.=697.5715"RCP15"INV.=697.7915"INV.=696.8515"RCP12"INV.=BROKEN PIPE12"INV.=698.4712"RCP36" RCP36" RCP32" RCP#E143 INV=688.9930" RCP INV=687.3368+5070+0071+5073+0074+5076+0068+5070+0071+5073+0074+5076+00300' RT450' RT600' RT300' RT450' RT600' RT750' RTMATCHLINE SHEET 12MATCHLINE SHEET MATCHLINE SHEET 14750' RT750' RTSOUTH GA -BASIN 2SOUTH GA -BASIN 1STATE ROUTE 645 AIRPORT ROADCLOSEDROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L8DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241387 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L8, 4/12/2024 2:21:34 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.6789101112LEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TAXIWAY LIGHTEXISTING TIE-DOWN ANCHOREXISTING WIND CONEFENCE GATE NUMBEREXISTING ROADWAY SIGNEXISTING POLE (LIGHTED)EXISTING POLE (NON-LIGHTED)EXISTING TREEEXISTING STORM DRAINEXISTING EDGE DRAIN/UNDERDRAINEXISTING CONCRETE JOINTEXISTING DITCHEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RIGHT-OF-WAY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEB-XEXXSCOBGR1UGEXGASROFARPZRSASANTOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX13145INSET A690690690685680675670670675680680670675670675680690695688688689689691692693694696697685690695681682683684686687688689691692693694690690688688689689691692693680682680675670675670670675680686SignGuySSSSHE145E146E164E165E166E160E163OKV C74+0074+98#E160 INV=677.7836" RCP#E163 INV=678.21#E145 INV=673.58#E146 INV=669.2160" RCP60" RCPSSMH #15TOP=686.1960" RCP IN=670.3460" RCP OUT=669.37INV=666.57#E164INV=669.30#E166 INV=665.4115" RCP8" PVC48" RCPSSMH #E165TOP=674.888" PVC IN=665.9915" RCP IN=670.3548" RCP OUT=665.8874+5076+0077+5079+0080+50150' RT300' RT450' RT600' RT150' RT300' RT450' RT600' RT74+5076+0077+5079+0080+50MATCHLINE SHEET 13MATCHLINE SHEET 14SOUTHAIRPORTBASINSTATE ROUTE 728 VICTORY ROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg IMAGES:DRAWING: 22026-SITE-EXC.dwg LAYOUT: L9DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241487 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-EXC.dwg, L9, 4/12/2024 2:21:55 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 CONSTRUCTION NOTES: GENERAL: 1.THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROM DAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKING PRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL UTILITIES AND FACILITIES ARE NOT NECESSARILY SHOWN. THE CONTRACTOR SHALL ADVISE THE ENGINEER, IN WRITING, OF ANY EXISTING DAMAGED UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES OR FACILITIES DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S MEN OR EQUIPMENT SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN FIVE (5) FEET OF ANY KNOWN OR SUSPECTED UNDERGROUND UTILITY. 2.ALL STATIONS AND OFFSETS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. 3.THE CONTRACTOR SHALL FIELD STAKE ALL FIXTURES OR PERMANENT ITEMS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE ALIGNMENT LOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION. 4.THE CONTRACTOR SHALL PROTECT EXISTING AIRFIELD LIGHTING FIXTURES TO REMAIN FROM DAMAGE DURING CONSTRUCTION. AN INVENTORY OF EXISTING FIXTURES SHALL BE COMPLETED PRIOR TO THE START OF WORK WITH THE ENGINEER AND/OR OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPLACEMENT OF ANY FIXTURES DAMAGED BY THEIR OPERATIONS. 5.ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO A SMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BE NO MEASUREMENT FOR PAYMENT OF SEEDING AND MULCHING REQUIRED OUTSIDE THE GRADING LIMITS, APPROVED STOCKPILE LIMITS, OR APPROVED HAUL LIMITS. 6.THE WASTE AREA FOR ALL CLEAN SELECT MATERIAL IS SHOWN ON THE PLANS. ALL BROKEN CONCRETE, ASPHALT, ETC. SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL GUIDELINES. 7.THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE FOR THE COMPLETE DURATION OF THE PROJECT. THE DRAINAGE SHALL BE OF EQUAL OR GREATER CAPACITY OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES OR PIPES, WHICH WILL BE INCIDENTAL TO THE PROJECT. 8.THE CONTRACTOR IS ADVISED THAT AIRCRAFT OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE DURATION OF THE PROJECT. THE USE OF WATER OR A DUST REDUCING AGENT SHALL BE ANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREAS, IF DUST CONTROL ACTIONS ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR. 9.NO DEBRIS OF ANY NATURE IS ALLOWED IN ACTIVE AIRCRAFT OPERATIONS AREAS. ALL LOOSE MATERIALS (DIRT, STONE, PAVEMENT, FORMING, ETC.) MUST BE KEPT WITHIN THE LIMITS OF CONSTRUCTION. WHEN THE CONSTRUCTION BARRIERS ARE MOVED DURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSE MATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS ARE ALLOWED IN THE CONSTRUCTION AREA. 10.CONTRACTORS ARE ENCOURAGED TO EXAMINE THE SITE TO VERIFY FIELD CONDITIONS BEFORE SUBMITTING BIDS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ADVERSE FIELD CONDITIONS SUCH AS EXCAVATION AND/OR TRENCHING THROUGH ROCK. 11.THE CONTRACTOR SHALL FURNISH APPROPRIATE ARTIFICIAL LIGHTING NECESSARY FOR NIGHTTIME OPERATIONS. THE LIGHTING SHALL BE ADEQUATE TO SAFELY COMPLETE THE WORK BEING PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. IN ADDITION TO EQUIPMENT MOUNTED LIGHTS, THE LIGHTING SHALL BE IN THE FORM OF PORTABLE FLOODLIGHT UNITS, EACH WITH A MINIMUM CAPACITY OF 3,000-WATT ELECTRICAL BEAMS. LIGHTING SHALL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT AND OTHER AIRPORT OPERATIONS. THE CONTRACTOR SHALL REORIENT LIGHTS AS ORDERED BY THE ENGINEER AND/OR OWNER. 12.THE CONTRACTOR SHALL HAVE A FULLY OPERATIONAL SWEEPER TRUCK AVAILABLE FOR CLEANING AREAS OF POTENTIAL FOD/DEBRIS. SWEEPER TRUCKS SHALL BE IN GOOD WORKING ORDER AND ANY SWEEPING ELEMENTS SHALL BE MADE OF NON-WIRE BRISTLES (WIRED BRISTLES TEND TO BREAK AND BECOME FOD). SWEEPER VEHICLES SHALL BE AT ANY ACTIVE RUNWAY OR TAXIWAY CROSSING DURING WORK HOURS (NO SEPARATE PAY ITEM). 13.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A “GOOD STAND OF GRASS WITH REGARD TO COLOR AND DENSITY”. NO ADDITIONAL COMPENSATION WILL BE MADE FOR OVERSEEDING AREAS THAT YIELD A SPARSE COVER FROM THE INITIAL SEEDING. 14.THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALL OBSTACLES TO MOWING ARE REMOVED. GRASS MUST BE MAINTAINED BETWEEN 7 TO 14 INCHES IN HEIGHT (NO SEPARATE PAY ITEM). 15.THE OWNER WILL PROVIDE THE PERSONNEL TO COMPLETE THE REQUIRED ACCEPTANCE TESTING. HOWEVER, THE CONTRACTOR WILL BE RESPONSIBLE FOR THEIR OWN QUALITY CONTROL TESTING. ACCEPTANCE TESTING WILL NOT BE PERFORMED AS A QUALITY CHECK FOR THE CONTRACTOR. ANY FAILED ACCEPTANCE TEST MAY BE BILLED TO THE CONTRACTOR. REFERENCE IS DIRECTED TO ITEM C-100 “CONTRACTOR QUALITY CONTROL REQUIREMENTS” AND SPECIAL PROVISION “TESTING GENERAL” OF THE SPECIFICATIONS. DEMOLITION: 16.ALL ITEMS SHOWN AND LABELED TO BE REMOVED ON THIS PLAN SHALL BE REMOVED UNDER ITEM P-101 “PREPARATION/REMOVAL OF EXISTING PAVEMENTS”, UNLESS OTHERWISE NOTED. 17.FULL DEPTH PAVEMENT REMOVAL WILL BE PAID FOR BASED UPON THE ACTUAL SQUARE YARDS REMOVED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. THERE WILL NOT BE A DIFFERENTIATION BETWEEN CONCRETE AND ASPHALT PAVEMENT REMOVAL. 18.PAYMENT FOR THE DEMOLITION OF ELECTRICAL ITEMS WILL BE MADE AT THE CONTRACT UNIT PRICE PER EACH IN ACCORDANCE WITH ITEM P-101 “PREPARATION OF EXISTING PAVEMENTS”. THE REMOVAL OF ALL REMAINING ELECTRICAL ITEMS SHOWN TO AND LABELED TO BE REMOVED WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 19.OTHER MINOR ITEMS (I.E. STRUCTURES, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED SHALL BE REMOVED AND CONSIDERED INCIDENTAL TO THE PROJECT. 20.THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED DURING DEMOLITION AND CONSTRUCTION OPERATIONS FOR THE DURATION OF THE PROJECT. TEMPORARY DRAINAGE PROVISIONS SHALL HAVE SAME OR HIGHER CAPACITY THAN THAT OF EXISTING DRAINAGE SYSTEM. 21.ANY INTERRUPTION TO SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL ACTIVE LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL BE OPERABLE FROM DUSK TO DAWN. THE USE OF TEMPORARY CABLES SHALL BE ANTICIPATED IN ORDER TO ACCOMMODATE CONSTRUCTION PHASING (NO SEPARATE PAY ITEM). 22.RESIDUAL MATERIALS FROM THE DEMOLITION WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM AIRPORT PROPERTY UNLESS OTHERWISE NOTED. ALL DISPOSALS SHALL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 23.THE CONTRACTOR SHALL PROTECT, INVENTORY, AND RETAIN ALL ELECTRICAL DEMOLITION ITEMS WHICH THE OWNER CHOOSES TO MAINTAIN POSSESSION OF. THE CONTRACTOR SHALL DELIVER THE IDENTIFIED ITEMS TO A DESIGNATED STORAGE LOCATION ON THE AIRPORT AS ORDERED BY THE OWNER. ALL OTHER ITEMS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM AIRPORT PROPERTY. 24.ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. 25.THE CONTRACTOR SHALL LAYOUT THE LIMITS OF PAVEMENT REMOVAL IN THE FIELD PRIOR TO BEGINNING WORK. 26.PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH WILL NOT DAMAGE THE EXISTING PAVEMENT TO REMAIN. PIPE SHALL BE REMOVED TO WITHIN AT LEAST FIVE (5) FEET OF THE EDGE OF PAVEMENT. EXTRA LENGTHS OF PIPE REMAINING UNDER EXISTING PAVEMENT SHALL BE FLOW FILLED (NO SEPARATE PAY ITEM). 27.BACKFILL OF REMOVED STRUCTURES OR PIPE SHALL BE COMPLETED IN ACCORDANCE WITH ITEM P-152 OF THE SPECIFICATIONS. BACKFILL OF SEDIMENT BASINS OR OTHER TEMPORARY EXCAVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH ITEM P-152 (NO SEPARATE PAY ITEM). 28.THE LOCATION OF EXISTING DUCTS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR. 29.THE CONTRACTOR SHALL MAINTAIN THE EXISTING TAXIWAY CENTERLINE AND EDGE LIGHTING SYSTEMS/CIRCUITS FOR OPEN SEGMENTS OF TAXIWAYS AT ALL TIMES. THE USE OF TEMPORARY CABLE SHALL BE ANTICIPATED. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY CABLES AS REQUIRED. ALL COSTS TO PROVIDE AND MAINTAIN THE TEMPORARY CABLES WILL BE CONSIDERED INCIDENTAL TO THE PROJECT (NO SEPARATE PAY ITEM). 30.CLEARING AND GRUBBING OF MISCELLANEOUS VEGETATION INCIDENTAL TO GRADING, EXCAVATION, AND STOCKPILES WILL BE CONSIDERED INCIDENTAL TO THE PROJECT (NO SEPARATE PAY ITEM). EXCAVATION, SUBGRADE, AND EMBANKMENT: 31.ALL SUITABLE MATERIAL TAKEN FROM EXCAVATION SHALL BE USED IN THE FORMATION OF EMBANKMENT, SUBGRADE, AND FOR BACKFILLING AS ORDERED BY THE ENGINEER. 32.WHEN THE VOLUME OF THE EXCAVATION EXCEEDS THAT REQUIRED TO CONSTRUCT THE EMBANKMENT TO THE GRADES INDICATED, THE EXCESS SHALL BE USED TO GRADE THE AREAS OF ULTIMATE DEVELOPMENT OR WASTED ON-SITE. WHEN THE VOLUME OF EXCAVATION IS NOT SUFFICIENT FOR CONSTRUCTING THE FILL TO THE GRADES INDICATED, THE DEFICIENCY SHALL BE SUPPLIED FROM BORROW SOURCES WITHIN THE AIRPORT OR OTHER AUTHORIZED AREAS. 33.SATURATED MATERIAL MAY NOT BE UNSUITABLE FOR USE IN AN EMBANKMENT IF, WHEN AERATED OR DRIED IT WOULD BE ACCEPTABLE FOR SUBGRADES OR EMBANKMENTS. 34.ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF ON-SITE BUT THE OWNER RESERVES THE RIGHT TO DIRECT THESE MATERIALS TO ALTERNATE WASTE AREA. 35.ALL TEST BORING DATA SHOWN ON THE PLANS OR IN REPORTS IS FOR INFORMATION ONLY AND IS NOT A GUARANTEE OF EXISTING CONDITIONS. EACH BIDDER SHALL INVESTIGATE THE SITE SUFFICIENTLY TO SATISFY THEMSELVES IN THIS REGARD PRIOR TO BIDDING. 36.IF THE CONTRACTOR DETERMINES THAT BLASTING IS REQUIRED, A DETAILED BLASTING PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO START OF BLASTING. IN ADDITION, THE CONTRACTOR SHALL OBTAIN ANY LOCAL PERMITS OR PERMISSIONS REQUIRED. WRITTEN CONCURRENCE SHALL BE OBTAINED FROM WASHINGTON GAS FOR ANY BLASTING WHICH MAY IMPACT THE EXISTING GAS MAIN. NO ADDITIONAL PAYMENT SHALL BE MADE FOR BLASTING OPERATIONS OR FOR ANY MEANS AND METHODS THE CONTRACTOR SELECTS TO EXCAVATE ANY MATERIAL. REFER TO ITEM P-152-2.8 FOR INFORMATION ON THE SUITABILITY OF ROCK MATERIAL AS EMBANKMENT. 37.THE CONTRACTOR SHALL INFORM AND SATISFY THEMSELVES AS TO THE CHARACTER, QUANTITY, AND DISTRIBUTION OF ALL MATERIAL TO BE EXCAVATED AND/OR PLACED IN EMBANKMENT. NO PAYMENT WILL BE MADE FOR ANY EXCAVATED MATERIAL WHICH IS USED FOR PURPOSES OTHER THAN THOSE DESIGNATED. 38.IF THE TYPE OF MATERIAL PRECLUDES TESTING IN ACCORDANCE WITH THE RESPECTIVE SPECIFICATION, THE ENGINEER MAY UTILIZE PROOF ROLLING IN ACCORDANCE WITH ITEM P-152 OF THE SPECIFICATIONS TO IDENTIFY AREAS NEEDING REPAIRS. ANY AREAS THAT RUT OR PUMP SHALL BE REPAIRED. EVEN IF TEST RESULTS HAVE BEEN OBTAINED THAT SHOW DENSITY HAS BEEN ACHIEVED, THE ENGINEER MAY ELECT TO TEST ANY COMPACTED AREA UTILIZING PROOF ROLLING AND ANY AREAS THAT RUT OR PUMP ALSO SHALL BE REPAIRED. 39.ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH, AND ANY OTHER SIMILAR MATERIAL WITHIN THE AREA UPON WHICH EMBANKMENT IS TO BE PLACED SHALL BE STRIPPED OR OTHERWISE REMOVED BEFORE THE EMBANKMENT IS STARTED, AND IN NO CASE WILL SUCH OBJECTIONABLE MATERIAL BE ALLOWED IN OR UNDER THE EMBANKMENT. 40.TOPSOIL SHALL BE STRIPPED FROM BOTH CUT AND FILL AREAS, SALVAGED, STOCKPILED, AND THEN REDISTRIBUTED IN ALL UNPAVED AREAS (BOTH CUT AND FILL) UPON COMPLETION OF GRADING. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR HANDLING AND PLACEMENT OF TOPSOIL REGARDLESS OF THE NUMBER OF TIMES THE CONTRACTOR IS REQUIRED TO MOVE THE MATERIAL. THE CONTRACTOR SHOULD NOTE THAT THE FINAL GRADES SHOWN ON THE PLANS ARE FINISHED GRADES, THUS REQUIRING OVER-EXCAVATION (NO PAY ITEM) TO COMPENSATE FOR THE LAYER OF TOPSOIL. REFER TO ITEM P-152-2.6 AND ITEM P-152-2.14 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 41.TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FOR RE-DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOIL STRIPPING TO A DEPTH OF UP TO TWELVE (12) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANY STRIPPING BELOW TWELVE (12) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION. 42.THE CONTRACTOR MAY USE ANY TYPE OF EARTH-MOVING, COMPACTION, AND WATERING EQUIPMENT THEY MAY DESIRE OR HAVE AT THEIR DISPOSAL, PROVIDED THE EQUIPMENT IS IN A SATISFACTORY CONDITION AND IS OF SUCH CAPACITY THAT THE CONSTRUCTION SCHEDULE CAN BE MAINTAINED AS PLANNED BY THE CONTRACTOR AND AS APPROVED BY THE ENGINEER IN ACCORDANCE WITH THE TOTAL CALENDAR DAYS OR WORKING DAYS BID FOR THE CONSTRUCTION. THE CONTRACTOR SHALL FURNISH, OPERATE, AND MAINTAIN SUCH EQUIPMENT AS IS NECESSARY TO CONTROL UNIFORM DENSITY, LAYERS, SECTION, AND SMOOTHNESS OF GRADE. 43.IMMEDIATELY PRIOR TO DUMPING AND SPREADING THE TOPSOIL IN ANY AREA, THE SURFACE SHALL BE LOOSENED BY DISC OR SPIKE-TOOTH HARROWS, OR BY OTHER MEANS APPROVED BY THE ENGINEER, TO A MINIMUM DEPTH OF TWO (2) INCHES TO FACILITATE BONDING OF THE TOPSOIL TO THE COVERED SUBGRADE SOIL. THE SURFACE OF THE AREA TO BE TOPSOILED SHALL BE CLEARED AND ALL STONES LARGER THAN 2 INCHES IN ANY DIAMETER AND ALL LITTER OR OTHER MATERIAL WHICH MAY BE DETRIMENTAL TO PROPER BONDING, THE RISE OF CAPILLARY MOISTURE, OR THE PROPER GROWTH OF THE DESIRED PLANTING SHALL BE REMOVED. 44.GRADES ON THE AREAS TO BE TOPSOILED, WHICH HAVE BEEN ESTABLISHED BY OTHERS AS SHOWN ON THE PLANS, SHALL BE MAINTAINED IN A TRUE AND EVEN CONDITION. WHERE GRADES HAVE NOT BEEN ESTABLISHED, THE AREAS SHALL BE SMOOTH-GRADED AND THE SURFACE LEFT AT THE PRESCRIBED GRADES IN AN EVEN AND PROPERLY COMPACTED CONDITION TO PREVENT, INSOFAR AS PRACTICAL, THE FORMATION OF LOW PLACES OR POCKETS WHERE WATER WILL STAND. 45.TOPSOIL SHALL BE STOCKPILED ONLY IN THE AREA(S) SHOWN ON THE PLANS UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. STOCKPILES ARE PROHIBITED WITHIN THE RUNWAY OBJECT FREE AREA (ROFA). THE STOCKPILES SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BY THE ENGINEER. THE STOCKPILES SHALL BE REMOVED AND THE AREAS RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, AND MULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS. 46.THE TOPSOIL SHALL BE EVENLY SPREAD IN THE PREPARED AREAS TO A UNIFORM DEPTH OF 4-6 INCHES AFTER COMPACTION, UNLESS OTHERWISE SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER. SPREADING SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL TO THE WORK. 47.SPREADING SHALL BE CARRIED ON SO THAT TURFING OPERATIONS CAN PROCEED WITH A MINIMUM OF SOIL PREPARATION OR TILLING. 48.AFTER SPREADING, ANY LARGE, STIFF CLODS OR HARD LUMPS SHALL BE BROKEN WITH A PULVERIZER OR BY OTHER EFFECTIVE MEANS, AND ALL STONES OR ROCKS (2 INCHES OR MORE IN DIAMETER), ROOTS, LITTER, OR ANY FOREIGN MATTER SHALL BE RAKED UP AND DISPOSED OF BY THE CONTRACTOR. AFTER SPREADING IS COMPLETED, THE TOPSOIL SHALL BE SATISFACTORILY COMPACTED BY ROLLING WITH A CULTIPACKER OR BY OTHER MEANS APPROVED BY THE ENGINEER. THE COMPACTED TOPSOIL OR OTHER DIRT FALLING ON PAVEMENTS AS A RESULT OF HAULING OR HANDLING OR TOPSOIL SHALL BE PROMPTLY REMOVED. 49.NO SEPARATE PAYMENT OR MEASUREMENT FOR PAYMENT WILL BE MADE FOR STOCKPILING, SPREADING, SHAPING, OR ANY HANDLING OF TOPSOIL. THIS ITEM IS CONSIDERED INCIDENTAL TO ITEM P-152 OF THE SPECIFICATIONS. 50.DIGITAL TERRAIN MODEL (DTM) FILES OF THE EXISTING SURFACE AND FINISHED SURFACES WERE USED TO DEVELOP THE DESIGN PLANS. THE FINAL PAY QUANTITY WILL BE DETERMINED BY COMPARISON OF DTM SURFACES. REFERENCE IS DIRECTED TO ITEM P-152. CROSS SECTIONS ARE PROVIDED FOR REFERENCE ONLY. 51.IF THE CONTRACTOR ELECTS, THEY MAY ENGAGE A REGISTERED SURVEYOR TO SURVEY THE GRADING AREA TO VERIFY THE TOPOGRAPHY. THE CONTRACTOR SHALL FURNISH THE ENGINEER WRITTEN NOTICE OF SUCH SURVEYS. ANY DISCREPANCIES SHALL BE RESOLVED BEFORE GRADING OPERATIONS BEGIN FOR ORIGINAL SECTIONS OR WITHIN TEN (10) DAYS AFTER NOTIFICATION OF FINAL PAYMENT QUANTITY BY THE ENGINEER FOR FINAL SECTIONS. 52.SEPARATE MEASUREMENT WILL NOT BE MADE FOR STOCKPILED MATERIALS OR TOPSOIL. OVER EXCAVATION TO ALLOW FOR TOPSOIL IN EXCAVATION AREAS WILL NOT BE MEASURED FOR PAYMENT AND THE COST THEREOF INCLUDED IN THE UNIT PRICE. COST FOR STOCKPILING OF MATERIALS AND/OR HANDLING TOPSOIL MUST BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE FOR EMBANKMENT AND/OR HANDLING TOPSOIL PER CUBIC YARD. 53.UNDERCUT AND/OR MUCK EXCAVATION ENCOUNTERED DURING THE PROGRESS OF THE WORK WILL BE MEASURED IN ITS ORIGINAL POSITION FOR PAYMENT. THE ENGINEER SHALL BE NOTIFIED PRIOR TO STARTING ANY UNDERCUT OR MUCK EXCAVATION SO THAT NECESSARY SURVEY INFORMATION CAN BE OBTAINED. CROSS-SECTIONS TAKEN BEFORE AND AFTER THE REMOVAL OF THE UNDERCUT OR MUCK EXCAVATION SHALL BE USED TO COMPUTE THE QUANTITY BY AVERAGE END AREA METHOD. 54.MUCK AND UNSUITABLE MATERIAL ARE DEFINED IN ITEM P-152-1.2 AND ITEM P-152-1.3 OF THE SPECIFICATIONS, RESPECTIVELY, AND ARE MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR USE IN EMBANKMENT CONSTRUCTION DUE TO THEIR PHYSICAL PROPERTIES (CONTAINING ORGANICS, DECAYING MATERIALS, ETC.). HIGH IN-PLACE MOISTURE CONTENT WILL NOT BE GROUNDS FOR CLASSIFYING A MATERIAL AS MUCK OR UNSUITABLE. THE CONTRACTOR IS EXPECTED TO AERATE AND DRY THE MATERIAL, AS NECESSARY, TO REACH OPTIMUM MOISTURE CONTENT. 55.NO ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR HANDLING AND DRYING OF SATURATED MATERIAL, WHETHER THEIR ATTEMPTS ARE SUCCESSFUL OR UNSUCCESSFUL. THE CONTRACTOR MAY, AT THEIR OPTION AND THEIR OWN COST, REPLACE, SUPPLEMENT, OR TREAT THE SATURATED MATERIAL TO IMPROVE WORKABILITY. SUPPLEMENTS OR TREATMENTS MAY INCLUDE MIXING WITH A DIFFERENT SOIL MATERIAL OR TREATING WITH LIME OR CEMENT. 56.AS OUTLINED IN SPECIFICATION ITEM P-152-3.1, THE UNIT PRICE FOR MUCK EXCAVATION INCLUDES BACKFILL WITH A SUITABLE MATERIAL. UNSUITABLE/MUCK MATERIAL THAT IS ENCOUNTERED ABOVE FINAL GRADE WILL BE CONSIDERED UNCLASSIFIED EXCAVATION AND SHALL NOT BE MEASURED AS MUCK. 57.THE EXCAVATION QUANTITY DOES NOT INCLUDES THE VOLUME OF PAVEMENT REMOVAL. DRAINAGE: 58.THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPE INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. 59.ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. CURB DROP INLETS SHALL BE ALIGNED TO MATCH CURB ALIGNMENT AND GRADE. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSED STRUCTURES. 60.ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY / TAXIWAY / APRON SAFETY AREAS SHALL BE DESIGNED FOR AIRCRAFT LOADING WEIGHT 100,000 POUNDS, DUAL GEAR CONFIGURATION, 150 PSI TIRE PRESSURE. 61.LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGE OF ENDWALL TO OUTSIDE EDGE OF ENDWALL. PIPE WILL BE MEASURED FOR PAYMENT FROM THE INTERIOR FACE OF THE DOWNSTREAM STRUCTURE TO THE INTERIOR FACE OF THE UPSTREAM STRUCTURE IN ACCORDANCE WITH SECTION 90. 62.THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND/OR STRUCTURE WHICH IS BEING CONNECTED TO PROPOSED PIPE(S) AND/OR STRUCTURES. VERIFICATIONS SHALL BE COMPLETED AND SUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR DRAINAGE PIPE INSTALLATION (NO SEPARATE PAY ITEM). 63.WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. 64.THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS (NO SEPARATE PAY ITEM). 65.WHERE THE PLANS CALL FOR CONNECTIONS TO EXISTING OR PROPOSED STRUCTURES, THE CONNECTIONS SHALL BE WATERTIGHT AND MADE SO THAT A SMOOTH UNIFORM FLOW LINE WILL BE OBTAINED THROUGHOUT THE DRAINAGE SYSTEM (NO SEPARATE PAY ITEM). 66.AFTER THE PIPE BACKFILL IS COMPLETED, THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS MATERIAL, SOIL, AND RUBBISH FROM THE SITE. SURPLUS SOIL MAY BE DEPOSITED IN EMBANKMENT, SHOULDERS, OR AS ORDERED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OUTSIDE THE GRADING OR PAVING LIMITS OF THE PROJECT, TO THEIR ORIGINAL CONDITION (NO SEPARATE PAY ITEM). 67.AFTER WORK IS COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TOOLS AND OTHER EQUIPMENT, LEAVING THE ENTIRE SITE FREE, CLEAR, AND IN GOOD CONDITION (NO SEPARATE PAY ITEM). GENERAL PAVING: 68.IN ACCORDANCE WITH ITEM P-401, THE CONTRACTOR SHALL PROVIDE APPROPRIATE ARTIFICIAL LIGHTING DURING ANY NIGHTTIME PAVING. A LIGHTING PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO THE START OF ANY NIGHTTIME PAVING. THE LIGHTING SHALL BE ADEQUATE TO SAFELY COMPLETE THE WORK BEING PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. IN ADDITION TO EQUIPMENT MOUNTED LIGHTS, THE LIGHTING SHALL BE IN THE FORM OF PORTABLE FLOODLIGHT UNITS, EACH WITH A MINIMUM CAPACITY OF 3,000-WATT ELECTRICAL BEAMS. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPROVED CSPP AND LIGHTING PLAN. LIGHTING SHALL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT AND OTHER AIRPORT OPERATIONS. THE CONTRACTOR SHALL REORIENT LIGHTS AS ORDERED BY THE ENGINEER AND/OR OWNER 69.PAVING OF SURFACE LIFT IS PROHIBITED AT NIGHT. FOR TIE-IN AREAS WHICH IMPACT RUNWAY OPERATIONS, THE OWNER WILL ALLOW A TEMPORARY RUNWAY CLOSURE OF LIMITED DURATION SUFFICIENT TO COMPLETE THE PAVING. 70.THE CONTRACTOR SHALL ATTEND A PRE-PAVING CONFERENCE CONDUCTED BY THE ENGINEER PRIOR TO START OF PAVING OPERATIONS. THE PAVING FOREMAN SHALL BE PRESENT AT THE CONFERENCE. THE CONTRACTOR SHALL BE PREPARED TO DISCUSS THE PROPOSED LAYDOWN/PAVING PLAN. 71.AS OUTLINED IN THE SPECIFICATIONS, THE BASE COURSE SHALL BE PLACED BY A MECHANICAL SPREADER. AS A MINIMUM, A MECHANICAL SPREADER SHALL BE A “SPREADER BOX” MOUNTED TO THE FRONT OF A DOZER OF SUFFICIENT SIZE AND HORSEPOWER TO PUSH THE SPREADER BOX, LOADED WITH STONE, AND TRUCK BEING USED FOR STONE DELIVERY. STONE BASE SHALL NOT BE PLACED BY END-DUMPING THE MATERIAL AND SPREADING WITH A GRADER. PLACEMENT OF AGGREGATE BASE COURSE BY A PAVER IS ACCEPTABLE. 72.THE CONTRACTOR SHALL PROVIDE A LIGHT WEIGHT STRAIGHT EDGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. THE STRAIGHT EDGE SHALL HAVE A HANDLE WITH A TWO (2) FOOT HEIGHT. THE CONTRACTOR SHALL PROVIDE AN EMPLOYEE TO ASSIST THE RESIDENT PROJECT REPRESENTATIVE IN CONDUCTING THE STRAIGHT EDGE TEST REQUIRED BY THE TECHNICAL SPECIFICATIONS (NO SEPARATE PAY ITEM). 73.THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BE REPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 74.FINAL PAVEMENT EDGES SHALL BE STRAIGHT AND NEAT. THIS MAY REQUIRE SAW CUTTING OF FINAL EDGES, PARTICULARLY IN FILLET AREAS. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY REQUIRED SAW CUTTING. ASPHALT PAVING: 75.TAXIWAY "A" SHALL BE PAVED WITH A MAXIMUM OF ONE (1) COLD JOINTS (2 LANES). ADDITIONAL COLD JOINTS MAY BE USED ON STUB TAXIWAYS, FILLET WIDENING AND TRANSITION SECTION. PAVING OF THE AIRCRAFT HOLD APRON SHALL REQUIRE MINIMAL COLD JOINTS AND THE PAVING PLAN SHALL BE ACCEPTABLE TO AND APPROVED BY THE ENGINEER. FOR ALL PAVING, AN 18-FOOT PAVER OR SMALLER PAVERS PULLED IN TANDEM WITH A HOT JOINT WILL BE REQUIRED. NO MORE THAN THIRTY (30) MINUTES SHALL ELAPSE BETWEEN 2 PAVERS PULLED IN TANDEM FOR A JOINT TO BE CONSIDERED HOT. 76.LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UNCOMPACTED, OR OTHERWISE DEFECTIVE, OR WHICH HAVE BEEN LEFT EXPOSED FOR MORE THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 175 DEGREES SHALL BE CUT BACK BY SAWING OR MILLING A MAXIMUM OF 3 INCHES TO EXPOSE A CLEAN, SOUND VERTICAL SURFACE FOR THE FULL DEPTH OF THE COURSE. REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS. 77.THE CONTRACTOR SHALL CONTINUALLY MONITOR THE JOINT BETWEEN PAVING LANES TO ENSURE A GOOD JOINT WITH REGARD TO GRADE, SMOOTHNESS, APPEARANCE, AND DENSITY. 78.THE PAVING SHALL BE ACCOMPLISHED BY USE OF A PAVER WITH AUTOMATIC GRADE CONTROLS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS. 79.IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 30-FOOT SKI OR FIXED STRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT. 80.THE CONTRACTOR SHALL HAVE AT LEAST ONE (1) SPARE PAVER OR EQUAL TYPE, AVAILABLE FOR DELIVERY ON-SITE WITHIN 24 HOURS IF THE FIRST PAVER SHOULD BREAK DOWN (NO SEPARATE PAY ITEM). 81.THE USE OF A MATERIAL TRANSFER DEVICE TO TRANSFER MATERIAL FROM THE DELIVERY TRUCKS TO THE PAVER IS REQUIRED FOR ALL PAVING. END DUMPING OF DELIVERY TRUCKS DIRECTLY TO THE PAVER SHALL BE PROHIBITED, EXCEPT IN LIMITED AREAS WHERE ACCESSIBILITY IS A CONCERN. THESE AREAS SHALL BE DISCUSSED WITH AND APPROVED BY THE ENGINEER. SITE CLEANUP 82.ALL GRADED AREAS SHALL BE ADDRESSED WITH A MECHANICAL ROCKHOUND AFTER THE PLACEMENT OF TOPSOIL AND PRIOR TO THE APPLICATION OF SEED AND MULCH. AN ENGINEER/OWNER WALKOVER OF ALL AREAS WILL BE CONDUCTED AND ANY REQUIRED CORRECTIONS TO GRADE OR SMOOTHNESS, AND REMOVAL OF ROCKS AND/OR FOREIGN DEBRIS SHALL BE COMPLETED BEFORE SEED AND MULCH ARE APPLIED. 83.THE ENGINEER AND/OR OWNER SHALL INSPECT ALL AREAS AFTER SEEDING ANY DEFICIENT AREAS SHALL BE ADDRESSED BY HAND REMOVAL OF OBJECTIONABLE MATERIAL. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO ITEM P-152 OF THE SPECIFICATIONS. 84.STAGING AREAS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION WITH A SMOOTH, MOWABLE GRADE WITH POSITIVE DRAINAGE AND A GOOD STAND OF GRASS. NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-NTS.dwg LAYOUT: L2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CONSTRUCTION NOTES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 15 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-NTS.dwg, L2, 4/12/2024 2:22:28 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23G/RG/RG/RDebrisH4"=4WPBLANKW/RB11AÙTERM14 W/RB/YB12A ÙAHSCHANNEL 1CHANNEL 1CHANNEL 1XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 17MATCHLINE SHEET 165+507+008+5010+0011+5013+00XXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")EXISTING TAXIWAY "A"PRIMARY SURFACEXXXXXXXXXXXXXXXXXXXXXXXXXXBEGIN FENCE REMOVALSTA 10+53±, 571'± RTPROTECT EXISTING BASEMOUNTED MITL TO REMAINPROTECT EXISTINGBASE MOUNTEDMITL TO REMAINPROTECT EXISTING ELECTRICALHANDHOLE TO REMAINPROTECTEXISTINGELECTRICALHANDHOLETO REMAINREMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING CABLEONLY. PROTECT EXISTINGDUCT BANK TO REMAIN.EXISTING TAXIWAY "A"CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241687 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L1, 4/12/2024 2:22:56 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-2324" RCPINV. 714.91'MHMHRock(s)PipePipePipeFHSignPipe24" RCPE104E10318184W-4"P12" CMPCHANNEL 2CHANNEL 1DIG #E104TOP=715.3224" RCP IN=711.4230" RCP OUT=711.07XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT750' RT150' RT300' RT450' RT600' RT750' RT150' RTMATCHLINE SHEET 1614+5016+0017+5019+0020+5022+00XXXXXXXXXXXXXXXXXXXXXXXXRT. 776 BUFFLICK ROADPRIMARY SURFACEEXISTING TAXIWAY "A"XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLOCALIZERCRITICAL AREAEND FENCE REMOVALSTA 22+95±, 597'± RTGATE 18 TO BEDEMOLISHEDREMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING24" RCPREMOVE EXISTINGEND WALLREMOVE EXISTINGCATCH BASINDEMOLISH ABANDONED POWER ANDTELEPHONE LINES WITHIN LIMITS OF WORKDEMOLISH ABANDONED POWER ANDTELEPHONE LINES WITHIN LIMITS OF WORKREMOVE ABANDONEDPULLCANREMOVE ABANDONED 4W-4"CONCRETE ENCASED CONDUITREMOVE EXISTINGSHEDSUFFICIENT PROPERTY INTERESTTO COMPLETE THIS PROJECT TOBE ACQUIRED BY THE OWNERPRIOR TO THE PROJECT.COORDINATE WITH THE OWNERTO MARK THE ALLOWABLE LODON THIS PARCEL PRIOR TOCOMMENCING THE WORK.OLD AIRPORT ELECTRICALVAULT POWER SERVICE.ABANDONED IN 2011.OLD AIRPORT VORTELEPHONE SERVICE.ABANDONED IN 2011.CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241787 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L2, 4/12/2024 2:23:04 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23STORM MHTOP 719.60INV. 716.69 (NW)INV. 716.69 (SE)6" CMP6" CMPMHSignGuySignSignSignMHSignGuySignSignMHGuyGuy15" RCP18" RCPE106E107E110E111E108E10924" RCPINV.=715.3924" RCPINV.=714.7915" RCPINV.=718.7315" RCPINV.=718.49"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN"AIRCRAFT &AUTHORIZEDVEHICLES ONLY" SIGNRUNWAY SIGN"14-32"E503E502E502AE50118" RCP18" RCP18" RCPHINV=715.5TOP=718.918" RCP OUT=716.2TOP=719.218" RCP IN=715.918" RCP IN=715.918" RCP OUT=715.8TOP=719.118" RCP OUT=716.5HHHEETIE DOWNS (TYP)1919CHANNEL 2CHANNEL 2SHENANDOAH GAS COMPANYEXISTING 6" GASELINE3 X 6" PRIMARY POWER CONDUITS3 X 6" PRIMARY POWER CONDUITS#E110 INV=715.20SSMH #E111TOP=718.6415" RCP IN=714.2918" RCP OUT=713.55XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 17MATCHLINE SHEET 19MATCHLINE SHEET 1823+5025+0026+5028+0029+5031+00APRONXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXEXISTING TAXIWAY "A"PRIMARY SURFACERUNWAY 14-32 (BL "RW")XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXTAXILANE "T1"XXXXXPREVIOUSLY APPROVED ON SITEPLAN REFERENCE NO. 05-23XXXXXXXXXXXXXXXXXXPREVIOUSLY APPROVED ON SITEPLAN REFERENCE NO. 05-23EXISTINGBUILDINGTO BEREMOVEDREMOVE EXISTINGSHRUBREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTINGFLARED END SECTIONSREMOVE EXISTING 24" RCPREMOVE EXISTING 18" RCPREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTING 15" RCPREMOVE EXISTINGFLARED END SECTIONREMOVEEXISTING SIGNREMOVE EXISTING STAKE-MOUNTEDLIGHT. SALVAGE AND RETURN TO OWNER.REMOVE EXISTING DIRECTBURIED CABLE (TYP)PROTECT EXISTING BASEMOUNTED MITL TO REMAINREMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING DIRECTBURIED CABLE (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING BASEMOUNTED MITL (TYP)REMOVE EXISTING18" RCPREMOVE EXISTINGFLARED END SECTIONREMOVEEXISTINGMANHOLELOCATE AND PROTECTEXISTING PRIMARY POWERCONDUITS OUTSIDE OFDEMOLITION LIMITS.DEMOLISH EXISTING PRIMARY POWER CONDUITSWITHIN LIMITS OF WORK. COORDINATE EXACTLIMITS WITH THE REPLACEMENT LIMITS BYWASHINGTON GAS COMPANY.DEMOLISH EXISTINGPRIMARY POWERCONDUITS WITHIN LIMITSOF WORK. COORDINATEEXACT LIMITS WITH THEREPLACEMENT LIMITS BYRAPPAHANNOCKELECTRIC COMPANY.PROTECT EXISTINGSUMP LINE ANDPIPESLOCATE AND PROTECTEXISTING GAS MAIN OUTSIDEOF DEMOLITION LIMITS.DEMOLISH EXISTING GAS LINE WITHIN LIMITS OFRELOCATION. (BY WASHINGTON GAS)PROTECT EXISTING18" RCP TO REMAINPROTECT EXISTING18" RCP TO REMAINPROTECT EXISTING DROP INLET TO REMAINXXREMOVE EXISTINGMANHOLESRT. 776 BUFFLICK ROADXXXEND FENCE DEMOLITIONSTA 24+66.8±, 560.1'± RTBEGIN FENCE REMOVALSTA 23+92.8±, 561.9'± RTGATE 19 TO BEDEMOLISHEDXXAPPROXIMATE LIMITS OFGAS LINE RELOCATION(BY WASHINGTON GAS)CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241887 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L3, 4/12/2024 2:23:12 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23STORM MHTOP 710.84INV. 707.47 (NW)INV. 707.69 (SE)INV. 707.43 (S)6" CMP6" CMP6" CMPTankTankCBPipeTankTankPipePipe708.2E1948" RISERTOP: 708.90INV OUT: 704.344W-4"4W-4"E118E119E116E117E120E123E124E202Ù CBLANKB/YB6AÛTERM 14-32W/RB/YB7A HHWWTELE. PED."AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNGATE POWERFUEL FARM /GATE PANEL(S)E506E508E507E50518" RCP6" PVC24" RCP30" RCP30" RCP36" RCPPPJJ24" RCP24" RCPINV=707.7GRATE INLETTOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9TOP=713.224" RCP IN=709.830" RCP IN=709.030" RCP OUT=708.8HEEEPP4TIE DOWNS (TYP)33CHANNEL 2DIG #4TOP=713.7424" RCP IN=709.4624" RCP OUT=709.32DIG #5TOP=714.6030" RCP INV=709.6236" RCPINV=709.52INV=709.12#E120 INV=704.25#E123TOP=704.4918" RCP OUT=701.75SSMH #E124TOP=708.276" PVC IN=705.4218" RCP IN=698.6718" RCP OUT=698.61XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX36" RCP32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 18MATCHLINE SHEET 20MATCHLINE SHEET 1932+5034+0035+5037+0038+5040+00TAXIWAY "C1"APRONEXISTING TAXIWAY "A"PROPOSED TAXIWAY "A"TW "C"PREVIOUSLY APPROVED ON SITEPLAN REFERENCE NO. 05-23PRIMARY SURFACEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")TAXILANE "T2"PREVIOUSLY APPROVEDON SITE PLANREFERENCE NO. 05-23FUEL FARMPROTECT EXISTING36" RCP TO REMAINREMOVE EXISTING36" RCPPROTECT EXISTING30" RCP TO REMAINPROTECT EXISTING30" RCP TO REMAINREMOVE EXISTING36" RCPPROTECT EXISTING24" RCP TO REMAINXXXXXXXXREMOVE EXISTING 24" RCPREMOVE EXISTINGDROP INLETREMOVE EXISTINGDROP INLETPROTECT EXISTINGDROP INLET TO REMAINREMOVE EXISTINGEND SECTIONXPROTECT EXISTING INLET TO REMAINREMOVE EXISTINGEND SECTIONREMOVEEXISTING ENDSECTIONXXXXXREMOVE EXISTINGEND SECTIONXREMOVEEXISTINGDROP INLETXPROTECT EXISTINGBASE MOUNTEDMITL TO REMAINPROTECT EXISTINGBASE MOUNTEDMITL TO REMAINXXXXXXXXXXXXXTAXILANE "C1"NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20241987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L4, 4/12/2024 2:23:18 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23STORM MHTOP 706.89'INV. 703.54' (NW)INV. 703.49' (SE)6" CMP6" CMPSignCBCBCB708.8E2148" RISERTOP: 709.46INV OUT: 703.74HH4W-4"E121E122E128E130E129E204E206E210TERMÚ 14-32W/RB/YB4A D ÚBLANKB/YB5AWWWW6" PVCINV.=703.166" PVC PIPEAPROX.DIRECTION4" PVCINV.=704.524" PVC PIPEAPROX.DIRECTION4" PVCINV.=705.784" PVC PIPEAPROX.DIRECTION36" RCPINV.=699.3736" RCPINV.=698.55CONC. DITCHEX. METALBUILDING/HANGAREX. METALBUILDING/HANGARTIE DOWNS(TYPICAL)RUNWAYSIGN"14-32"ASPHALTASPHALTASPHALTASPHALT"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN24" PVC PIPEDIRECTIONPPE127#E122 INV=702.34DIG #E121TOP=707.4936" RCP IN=703.6436" RCP OUT=703.59XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX36" RCP36" RCP15" RCPINV=701.28INV=703.8341+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 19MATCHLINE SHEET 21MATCHLINE SHEET 2041+5043+0044+5046+0047+5049+00TW "D"TAXIWAY "C2"EXISTING TAXIWAY "A"PROPOSED TAXIWAY "A"PRIMARY SURFACEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")XREMOVE EXISTINGFLARED END SECTIONXXXXXREMOVE EXISTING15" RCPREMOVEEXISTINGFLARED ENDSECTIONREMOVEEXISTINGFLARED ENDSECTIONXXREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTINGFLARED END SECTIONREMOVEEXISTING36" RCPXXXXXXXREMOVEEXISTING30" RCPREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTINGFLARED END SECTIONXXXXXXXXXXXXXPROTECT EXISTING36" RCP TO REMAINPROTECT EXISTING36" RCP TO REMAINPROTECT EXISTINGBASE MOUNTEDMITL TO REMAINPROTECT EXISTINGBASE MOUNTEDMITL TO REMAINREMOVE EXISTINGCONCRETE DITCHTAXILANE "C2"TAXILANE "C1"TAXILANE "C3"TAXILANE "C4"TAXILANE "C5"PROTECTEXISTING DROPINLET TO REMAINCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242087 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L5, 4/12/2024 2:23:22 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23STORM MHTOP 703.29INV. 699.49 (SE)INV. 698.97 (NW)INV. 698.95 (SW)6" CMP6" CMP6" CMPSTORM MHTOP 701.64INV. 696.54 (NW)INV. 696.49 (SE)6" CMP6" CMPCB36" RCP36" RCPE133E136E137E138BASEÚB/YB/YB3ATERMÛCBTIE DOWNS(TYPICAL)30" RCP30" RCPINV.=696.65ASPHALTCONCRETEASPHALTROOF DRAINROOF DRAINROOF DRAINROOF DRAINASPHALTCONCRETEEX. METALBUILDING/HANGARROOF DRAINROOF DRAINHOSE BIBGRASSGRASSSTORMGRATETOP= 704.5110" RCPINV. IN=702.1415" RCPINV. OUT =702.10STORMGRATETOP = 704.2615" RCPINV. IN=701.90INV. OUT =701.79STORMGRATETOP = 704.3815" RCPINV. IN=701.468" RCP INV.IN= 701.8524" RCPINV. OUT =701.353 CONC.E.P.REMAINSL/P ?TAXI WAYSIGN"TERM"6" PVC PIPEAPROX.DIRECTION6" PVCINV. = 697.626" PVC PIPEAPROX.DIRECTION6" PVCINV. = 695.586" PVCINV. = 693.72CONC. DITCH10" PVC PIPEAPROX.DIRECTION24" PVC PIPEAPROX.DIRECTION8" PVC PIPEAPROX.DIRECTIONUGEUGEUGECOCOCOCO2TOP=698.676"INV.IN=697.13 (S)18"INV.OUT=695.95 (E)6"PVC18"HDPEPPE135E134XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDIG #9TOP=702.5015" RCP OUT=700.39SSMH #10UNABLE TOACCESSPAVED OVER15" RCP#E137 INV=692.09SSMH #E138TOP=698.6636" RCP IN FROM #E137=690.6636" RCP OUT TO #E139=690.5650+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 20MATCHLINE SHEET 22MATCHLINE SHEET 2150+5052+0053+5055+0056+5058+00PAPITAXILANE "E"EXISTING TAXIWAY "A"PROPOSED TAXIWAY "A"PRIMARY SURFACEXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")XXXXREMOVE APPROX 82 LFOF EXISTING 30" RCP TOSTA 53+32.8±, 322.6'± RTREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTINGFLARED END SECTIONXPROTECT EXISTING36" RCP TO REMAINPROTECT EXISTING30" RCP TO REMAINREMOVE EXISTING INLETXXXXXREMOVE EXISTING 18" HDPEREMOVE EXISTINGCONCRETE DITCHREMOVE EXISTINGCONCRETE DITCHREMOVE EXISTINGCONCRETE DITCHXXXNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242187 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L6, 4/12/2024 2:23:27 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.16171819202122SHEET INDEXLEGENDFENCE GATE NUMBERBENCHMARK LOCATIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING AIRFIELD GUIDANCE SIGNTO BE REMOVEDEXISTING TAXIWAY LIGHTEXISTING L-861T BASE MOUNTED MITLTO BE REMOVEDEXISTING L-861T STAKE MOUNTED MITLTO BE REMOVEDEXISTING ELECTRICAL MANHOLEEXISTING ELECTRICAL MANHOLETO BE REMOVEDEXISTING L-867 ELECTRICAL PULLCANEXISTING L-867 ELECTRICAL PULLCANTO BE REMOVEDEXISTING WIND CONEEXISTING WIND CONE TO BE REMOVEDPROPOSED DEVELOPMENTEXISTING PLOWED COUNTERPOISEEXISTING PLOWED COUNTERPOISETO BE REMOVEDEXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING EDGE DRAIN/UNDERDRAINEXISTING EDGE DRAIN/UNDERDRAINTO BE REMOVEDEXISTING FENCEEXISTING FENCE TO BE REMOVEDEXISTING GAS LINEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING ELECTRICAL CONDUITEXISTING ELECTRICAL CONDUITTO BE REMOVEDEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL DUCT TO BE REMOVEDEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING UTILITY EASEMENTEXISTING ASPHALT TO BE REMOVEDEXISTING ASPHALT TO BE MILLEDEXISTING ASPHALT TO BE REMOVED.PREVIOUSLY APPROVED ON SITE PLAN #05-23.EXISTING GRAVEL ROAD TO BE REMOVEDEXISTING BRUSH TO BE REMOVEDEXISTING CONCRETE DITCH TO BE REMOVED8BM-XXXXEEXPPXXXXXXXXXXXXGASXXXXROFARPZRSATOFAPREVIOUS SITE PLAN REFERENCE NO. #05-23R/GR/GR/GSTORM MHTOP 700.59INV. 695.19 (NW)INV. 696.09 (SE)INV. 695.14 (SW)BTM FILLED W/ WATERUNABLE TO VERIFY PIPESIZE AND MATERIALEND UNKNOWNCB6"PVCHH4W-4"E141E142TERMÚ32 W/RB/YB2A A ÚBLANKB/YB1ASTORM MHRIM=697.86CONC. DITCHELEC.TRANSFORMERRUNWAYSIGN"14-32"15" RCPINV.=692.89TELE. PED.GRAVELWATERVALVE4W-4"HHCOCOCOCOCOCOCOCOCO22WVTHHHHWM|||||||||||||||||||||||||||||||||||||||||||||||||||||||||TRANSFORMERUTILITY VAULTACCESS ROADACCESS ROADTOP=698.676"INV.IN=696.53 (S)18"INV.OUT=694.88 (W)12"INV.=696.6412"INV.=696.29C/L DITCH6"PVC24"RCPC/L DITCHXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX#E142 INV=691.35#E142 INV=691.29#E141 INV=692.27#E141 INV=692.2336" RCP36" RCP59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 2159+5061+0062+5064+0065+5067+00TL "F"EXISTING TAXIWAY "A"PROPOSED TAXIWAY "A"TAXILANE "F"PRIMARY SURFACEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXRUNWAY 14-32 (BL "RW")XREMOVE EXISTING WIND CONEREMOVE EXISTING INLETXREMOVE EXISTINGFLARED END SECTIONXXXXXXREMOVE EXISTING 24" RCPREMOVEEXISTINGFLARED ENDSECTIONREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTING 36" RCPXXXXXXXXXXXEXISTING TAXIWAY "A"REMOVE EXISTINGCONCRETE DITCHREMOVE EXISTINGCONCRETE DITCHXXXXREMOVE EXISTINGUNDERDRAIN ANDSTRUCTUREREMOVE EXISTINGUNDERDRAIN ANDSTRUCTUREXREMOVE EXISTING 15" RCPXXXXREMOVE EXISTINGFLARED END SECTIONREMOVE EXISTINGFLARED END SECTIONNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-DEM.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242287 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DEM.dwg, L7, 4/12/2024 2:23:31 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA7+008+009+0010+0011+0012+0013+0014+00TLOFATLOFATLOFATLOFATLOFATLOFATLSATLSATLSATLSATLSATLSATLSARUNWAY 14-32 (BL "RW")5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 24MATCHLINE SHEET 235+507+008+5010+0011+5013+00TAXIWAY "A" (BL "A")LOCALIZERCRITICAL AREAPRIMARY SURFACETAXIWAY "A" (BL "A")BASELINE "A" TIES INTO RUNWAY CENTERLINE ATSTA 10+17.29, 0.00' (BL "RW")STA 6+33.54, 0.00' (BL "A")CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242387 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L1, 4/12/2024 2:23:57 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA15+0016+0017+0018+0019+0020+0021+0022+0023+00TLOFATLOFATLOFATLSATLSATLSATLSARUNWAY 14-32 (BL "RW")14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 23MATCHLINE SHEET 25MATCHLINE SHEET 2414+5016+0017+5019+0020+5022+00LOCALIZERCRITICAL AREATAXIWAY "A" (BL "A")PRIMARY SURFACERT. 776 BUFFLICK ROADCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242487 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L2, 4/12/2024 2:24:04 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA24+0025+0026+0027+0028+0029+0030+0031+0032+00TOFATSATSATLOFATLOFATLOFATSA TSATSATSATSATSAAPRON RUNWAY 14-32 (BL "RW")23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 24MATCHLINE SHEET 26MATCHLINE SHEET 2523+5025+0026+5028+0029+5031+00TAXIWAY "A" (BL "A")PRIMARY SURFACETAXILANE "T1"RT. 776 BUFFLICK ROADCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242587 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L3, 4/12/2024 2:24:11 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA33+0034+0035+0036+0037+0038+0039+0040+0041+0011+0012+0013+0014+00TLOFATLOFATSATSATOFATSATSATAXIWAY "C" (BL "C")RUNWAY 14-32 (BL "RW")FUEL FARMAPRON32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 25MATCHLINE SHEET 27MATCHLINE SHEET 2632+5034+0035+5037+0038+5040+00TAXIWAY "A" (BL "A")PRIMARY SURFACETAXILANE "T2"STA 33+51.85, 400.00' RT (BL "RW")STA 33+51.85, 0.00' (BL "A")STA 14+00.00, 0.00' (BL "C")BASELINE "C" TIES INTO RUNWAY CENTERLINE ATSTA 33+51.85, 0.00' (BL "RW")STA 10+00.00, 0.00' (BL "C")TAXILANE "C1"NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242687 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L4, 4/12/2024 2:24:13 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA42+0043+0044+0045+0046+0047+0048+0049+0050+0011+0012+0013+0014+00TAXIWAY "D" (BL "D")RUNWAY 14-32 (BL "RW")41+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 26MATCHLINE SHEET 28MATCHLINE SHEET 2741+5043+0044+5046+0047+5049+00TAXIWAY "A" (BL "A")PRIMARY SURFACEBASELINE "C" TIES INTO RUNWAY CENTERLINE ATSTA 48+48.97, 0.00' (BL "RW")STA 10+00.00, 0.00' (BL "D")STA 48+48.97, 400.00' RT (BL "RW")STA 48+48.97, 0.00' (BL "A")STA 14+00.00, 0.00' (BL "D")TAXILANE "C2"TAXILANE "C1"TAXILANE "C3"TAXILANE "C4"TAXILANE "C5"CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242787 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L5, 4/12/2024 2:24:15 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA50+0051+0052+0053+0054+0055+0056+0057+0058+0059+00TLOFATSATSA10+0011+00PAPIRUNWAY 14-32 (BL "RW")50+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 27MATCHLINE SHEET 29MATCHLINE SHEET 2850+5052+0053+5055+0056+5058+00TAXIWAY "A" (BL "A")PRIMARY SURFACETAXILANE "E" (BL "TLE)STA 55+52.50, 400.00' RT (BL "RW")STA 55+52.50, 0.00' (BL "A")STA 10+00.00, 0.00' (BL "TLE")STA 55+52.50, 500.00' RT (BL "RW")STA 55+52.50, 100.00' RT (BL "A")STA 11+00.00, 0.00' (BL "TLE")NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242887 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L6, 4/12/2024 2:24:18 PM, PWise SCALE: 1"=30'300FEET3060NNOTE1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.23242526272829LEGENDAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3ROFARSATLOFATLOFATLSATOFATOFATSATSASHEET INDEXPREVIOUS SITE PLAN REFERENCE NO. #05-23TOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0011+0012+0013+0014+0011+0012+0013+0014+00TLOFATLOFA10+0011+00TAXILANE "F" (BL "TLF)RUNWAY 14-32 (BL "RW")59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 2859+5061+0062+5064+0065+5067+00TAXIWAY "A" (BL "A")PRIMARY SURFACETAXIWAY "E" (BL "E")TAXIWAY "A2" (BL "A2")STA 63+36.32, 400.00' RT (BL "RW")STA 63+36.32, 0.00' (BL "A")STA 14+00.00, 0.00' (BL "E")STA 64+80.82, 400.00' RT (BL "RW")STA 64+80.82, 0.00' (BL "A")STA 14+00.00, 0.00' (BL "A2")BASELINE "E" TIES INTO RUNWAY CENTERLINE ATSTA 63+36.32, 0.00' (BL "RW")STA 10+00.00, 0.00' (BL "E")BASELINE "A2" TIES INTO RUNWAY CENTERLINE ATSTA 64+80.82, 0.00' (BL "RW")STA 10+00.00, 0.00' (BL "A2")STA 60+62.51, 400.00' RT (BL "RW")STA 60+62.51, 0.00' (BL "A")STA 10+00.00, 0.00' (BL "TLF")STA 60+62.51, 500.00' RT (BL "RW")STA 60+62.51, 100.00' RT (BL "A")STA 11+00.00, 0.00' (BL "TLF")NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-GEO.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20242987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GEO.dwg, L7, 4/12/2024 2:24:20 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A7057107157207257027037047067077087097117127137147167177187197217227237247267266+33G/RG/RG/RG/RG/RRIPRAPRIPRAPBrushE102E167E168E169COBBBBBBBBBBBBBBBBBBBBBBBBBP223+004+005+006+007+008+009+0010+0011+00E106AE1074+005+507+008+5010+0011+504+005+507+008+5010+0011+50300' RT450' RT600' RT300' RT450' RT600' RT750' RT750' RTRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 31MATCHLINE SHEET 304+005+507+00NORTH GA -BASIN 1SEE "EXISTING NORTH GA STORMWATERBASIN OUTLET STRUCTURE DETAIL" ON"DRAINAGE DETAILS" SHEET FORMODIFICATION TO STRUCTURE.8+50721721722723731LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMHHWSignHWRT. 776 BUFFLICK ROAD721723723724724733734SHEET 30 INSET AMATCHLINE SHEET 32INSET ASHEET 30 INSET A13+0014+5016+0017+50750' RT750' RT13+0014+5016+0017+50MATCHLINE SHEET 31WASTE AREA FORSECTION 1 MATERIALCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L0DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243087 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L0, 4/12/2024 2:25:51 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A720720720720725730730718719721721721721721721722722722723723723723724724724724726727727728728729729710715720725707708709711712713714716717718719721722723724726727728724723721LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA7+008+009+0010+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODTLOFATLOFATLOFATLOFATLOFATLOFATLSATLSATLSATLSATLSATLSATLSA11+0412+0013+0014+003+924+005+006+007+008+009+0010+0011+00G/RG/RG/RDebrisHPBLANKW/RB11AÙASRUNWAY 14-32 (BL "RW")5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 32MATCHLINE SHEET 315+507+008+5010+0011+5013+00725723724726727720725721722723723723724726727720720718718719719721720720721721722722723724721722723723725726722723723724725726727728728728726727725726727728724724723721722720719718719717724727723LOCALIZERCRITICAL AREAPRIMARY SURFACETAXIWAY "A" (BL "A")TAXIWAY "A" (BL "A")CHANNEL 1CHANNEL 1MATCHLINE SHEET MATCHLINE SHEET 30MATCHLINESHEET 30 INSET ACHANNEL 2CHANNEL 1CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243187 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L1, 4/12/2024 2:26:25 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A720720720720720716716716717717717717717718718718718718719719719719721721721722723724720725730718718719719721722723724726727728729724717718719720721722723720718719721725725725730722723724726727728729725723724726D103D104LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA24" RCP30" RCP15+0016+0017+0018+0019+0020+0021+0022+0023+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTLOFATLOFATLOFATLSATLSATLSATLSA15+0016+0017+0018+0019+0020+0021+0022+0023+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00D101D10224" RCPMHRUNWAY 14-32 (BL "RW")14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 31MATCHLINE SHEET 33MATCHLINE SHEET 3214+5016+0017+5019+0020+5022+00720720720725725716717718718718719719719721721721722722722723723723724724715716717720717717718718719721722723726727725724723722721720719722724727730723722721720719718718719720721722723724726725724723722721720720721722723724724723722721720719718718719722721721722727725723730726727728729731732729730731732732717717718719720721722723724718719720LOCALIZERCRITICAL AREAPRIMARY SURFACETAXIWAY "A" (BL "A")MATCHLINESHEET 30 INSET AWASTE AREA FORSECTION 1 MATERIALRT. 776 BUFFLICK ROADCHANNEL 2CHANNEL 2CHANNEL 1CHANNEL 1CHANNEL 1CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243287 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L2, 4/12/2024 2:26:52 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A720717718719721720717718719721721721721721715714720720720720725717717718718719719721721721721722723724726727728715715720716716717717717717718719727728715720716717718719712712713714720716716717718719721722723725721722723724726720720720720725723724726727728D111D110D109D108D503LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA30" RCP18" RCP18" RCP24+0025+0026+0027+0028+0029+0030+0031+0032+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATSATSATLOFATLOFATLOFATSA TSATSATSATSATSA 24+0025+0026+0027+0028+0029+0030+0031+0032+0022+0023+0024+0025+0026+0026+7510+0011+0012+00INSTALL 12"ORIFICE PLATEGASGASGASGASGASGASGASGASGASSignGuySignSignSignSignGuySignSignMHGuyGuyE502E502AE501HTOP=718.918" RCP OUT=716.2TOP=719.118" RCP OUT=716.5HHHSHENANDOAH GAS COMPANYEXISTING 6" GASELINE3 X 6" PRIMARY POWER CONDUITS3 X 6" PRIMARY POWER CONDUITSAPRONRUNWAY 14-32 (BL "RW")23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 32MATCHLINE SHEET 34MATCHLINE SHEET 3323+5025+0026+5028+0029+5031+00727726725724723722721720719719720721722722721720719718717716716721720719718718719719718717716718717717716715714713712712711712721720719718717719718717716715714713713714715716PRIMARY SURFACETAXIWAY "A" (BL "A")TAXILANE "T1"RT. 776 BUFFLICK ROADCHANNEL 2CHANNEL 2CHANNEL 1CHANNEL 1PROTECT RELOCATED RAPPAHANNOCKELECTRIC COMPANY DUCTBANKCHANNEL 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243387 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L3, 4/12/2024 2:27:17 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A710715711712713714716710715711712713714716710710715711711712712713714716717718719715715715712712713713714714710706707708709715714710708708709711712709709711710710709711712713714710707707708708709709711712713715713713714716717718LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA36" RCPD116D117D50936" RCPD122D12318" RCPD50815" RCP33+0034+0035+0036+0037+0038+0039+0040+0041+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTLOFATLOFATSATSATOFATSATSA32+7513+0014+0014+6210+0011+0012+0013+0014+0015+0016+00TankTankTankTankE1948" RISERTOP: 708.90INV OUT: 704.344W-4"4W-4"E124E202HHWWTELE. PED."AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNGATE POWERFUEL FARM /GATE PANEL(S)E506E507E505JJGRATE INLETTOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9HPP4RUNWAY 14-32 (BL "RW")FUEL FARMAPRON32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 33MATCHLINE SHEET 35MATCHLINE SHEET 3432+5034+0035+5037+0038+5040+00715714717716715710711713714715714715713714712711710709709708707707708710709711712711710709709708710710709708707706705705714713714714712711712710713716715713711714709708707708PRIMARY SURFACETAXWIWAY "C" (BL "C")TAXIWAY "A" (BL "A")TAXILANE "T2"TAXILANE "C1"CHANNEL 2CHANNEL 4CHANNEL 3NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243487 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L4, 4/12/2024 2:27:43 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A705704706707708709705704706707708709706706706707705705705705704704704704706706706706707707708709705706707707701702709710708709LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA36" RCPD513D512D51036" RCPD127D128D51115" RCP42+0043+0044+0045+0046+0047+0048+0049+0050+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD17+0018+0019+0020+0021+0022+0023+0023+7110+0011+003' X 4' DOUBLE BOX CULVERTSignE2148" RISERTOP: 709.46INV OUT: 703.74HH4W-4"E121E204E206E210WWWW6" PVCINV.=703.166" PVC PIPEAPROX.DIRECTION4" PVCINV.=704.524" PVC PIPEAPROX.DIRECTION4" PVCINV.=705.784" PVC PIPEAPROX.DIRECTIONEX. METALBUILDING/HANGAREX. METALBUILDING/HANGAR"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN24" PVC PIPEDIRECTIONPPRUNWAY 14-32 (BL "RW")41+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 34MATCHLINE SHEET 36MATCHLINE SHEET 3541+5043+0044+5046+0047+5049+00708707706705704703703703702701700708707706705704703702705706708707706704705707706704708707706705704703702701700699709708707706706705PRIMARY SURFACETAXIWAY "D" (BL "D")TAXIWAY "A" (BL "A")TAXILANE "C2"TAXILANE "C1"TAXILANE "C3"TAXILANE "C4"TAXILANE "C5"CHANNEL 4CHANNEL 5CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243587 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L5, 4/12/2024 2:28:09 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A702703700701702703695695700700694694696696697697698698699699699699701701702703704700700705698698698698699699701701702702703703704695696697LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSAD136D516D13736" RCP50+0051+0052+0053+0054+0055+0056+0057+0058+0059+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTLOFATSATSA11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0010+0011+00E133E13830" RCPROOF DRAINROOF DRAINROOF DRAINROOF DRAINEX. METALBUILDING/HANGARROOF DRAINROOF DRAINHOSE BIBGRASSGRASSSTORMGRATETOP= 704.5110" RCPINV. IN=702.1415" RCPINV. OUT =702.10STORMGRATETOP = 704.2615" RCPINV. IN=701.90INV. OUT =701.79STORMGRATETOP = 704.3815" RCPINV. IN=701.468" RCP INV.IN= 701.8524" RCPINV. OUT =701.353 CONC.REMAINSL/P ?6" PVC PIPEAPROX.DIRECTION6" PVCINV. = 697.6210" PVC PIPEAPROX.DIRECTION24" PVC PIPEAPROX.DIRECTION8" PVC PIPEAPROX.DIRECTIONUGEUGEUGECOCOCOCO2PPE135E134PAPIRUNWAY 14-32 (BL "RW")50+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 35MATCHLINE SHEET 37MATCHLINE SHEET 3650+5052+0053+5055+0056+5058+00699700701703703703704705703703702701700699698697696696696697698699700701702702701700699698697696695694694694695700701705704703705704704702701701700700701701PRIMARY SURFACETAXILANE "E"TAXIWAY "A" (BL "A")CHANNEL 5NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243687 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L6, 4/12/2024 2:28:34 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A695695695695695695700694694696696696696696696697697697697698698699699699701700700696696697697698698699699701701701701702702703703704704695695695700692692693693694694694694696697698699701702703695700694696697698699695700694696697698699701702693LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSAD514D51524" RCPD141D142D517D51824" RCP59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0011+0012+0013+0014+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODTLOFATLOFA20+0021+0022+0023+0024+0024+9010+0011+003 3' X 5' DOUBLE BOX CULVERTR/GR/GR/GH4W-4"ELEC.TRANSFORMERTELE. PED.WATERVALVE4W-4"COCOCOCOCOCOCOCOCO22WVTHHHHWM|||||||||||||||||||||||||||||||||||||||||||||||||||||||||TRANSFORMERUTILITY VAULTACCESS ROADACCESS ROADRUNWAY 14-32 (BL "RW")59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RTMATCHLINE SHEET 3659+5061+0062+5064+0065+5067+00694694695696697698699700701701700700701701700699700699698693694695696697697698699698698700696695700699698697696695694693693694694694694695696697698699700698696701701700699699PRIMARY SURFACEMATCHLINE SHEET 38MATCHLINE SHEET 37TAXILANE "F"TAXIWAY "A" (BL "A")TAXIWAY "A2" (BL "A2")TAXIWAY "E" (BL "E")SOUTH GA -BASIN 1PROPOSED OUTLET PROTECTIONRIPRAP, CLASS A1L=60', W=30', D=2'AREA= 200 SYCHANNEL 5CHANNEL 5NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243787 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L7, 4/12/2024 2:28:59 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A69570069169269369469669769869970170270370571070470670770870971170070569669769869970170270370470069869970170170170269069570068868969169269269269369469669769869969569569669669769769869869969969969969569569569570070070069169169169169269269269269369369369369469469469469669769869970169169270170268+0069+0070+0071+0072+0073+0074+0074+98LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD HWHigh BrushHWSignE143E155E156E153E154E15215" RCPINV.=697.4015" RCPAPROX.DIRECTIONTELE. PED.WATERVALVESAN MHTOP= 702.003" PVCINV. = 697.43SAN MHTOP= 700.933" PVCINV. = 696.71SAN C/OTELE. PED.FIRE HYD.WATERVALVEELEC.TRANSFORMER3TWVWMT|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||8'CLF8'CLFMAINTENANCE BUILDING1-STORY ALUMINUM SIDING BUILDINGACCESS ROADACCESS ROAD36" RCP36" RCP32" RCP68+5070+0071+5073+0074+5076+0068+5070+0071+5073+0074+5076+00MATCHLINE SHEET 37MATCHLINE SHEET MATCHLINE SHEET 39300' RT450' RT600' RT300' RT450' RT600' RT750' RT750' RT750' RTSOUTH GA -BASIN 2SOUTH GA -BASIN 1STATE ROUTE 645 AIRPORT ROADCLOSEDROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L8DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243887 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L8, 4/12/2024 2:29:23 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 40 - DRAINAGE SUMMARY FORDRAINAGE SUMMARY INFORMATION.30323334353637SHEET INDEXLEGENDBORING LOCATION (APPROX)EXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING WATER VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING EMPTY BASE CANEXISTING RUNWAY LIGHTEXISTING RUNWAY THRESHOLD LIGHTEXISTING TIE-DOWN ANCHOREXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHEXISTING ELECTRICAL DUCTEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEPROPOSED GAS LINEEXISTING GLIDE SLOPE CRITICAL AREAEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING SANITARY SEWER LINEEXISTING TAXILANE OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAEXISTING TAXILANE SAFETY AREAPROPOSED TAXILANE SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING WATER LINEPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3PROPOSED PAVED DITCHPROPOSED RIPRAPB-XEXXDXXSBGRUGEXGASGASLODROFARPZRSASANTLOFATLOFATLSATLSATOFATOFATSATSATOFATSAWPREVIOUS SITE PLAN REFERENCE NO. #05-23383931INSET A690690690685680675670670675680680670675670675680690695688688689689691692693694696697685690695681682683684686687688689691692693694690690688688689689691692693680682680675670675670670675680686LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODSignGuyS SSSHE145E146E164E165E166E160E163OKV C74+0074+98OKV CMATCHLINE SHEET 38MATCHLINE SHEET 3974+5076+0077+5079+0080+50150' RT300' RT450' RT600' RT150' RT300' RT450' RT600' RT74+5076+0077+5079+0080+50SOUTHAIRPORTBASINSTATE ROUTE 728 VICTORY ROADSEE "EXISTING SOUTH AIRPORT STORMWATERMANAGEMENT OUTLET DETAIL" ON "DRAINAGEDETAILS" SHEET FOR MODIFICATION TOSTRUCTURENO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: L9DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANGRADING & DRAINAGEWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20243987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, L9, 4/12/2024 2:29:49 PM, PWise DRAINAGE SUMMARYD101VDOT STD EW-1 ENDWALL24” INV IN= 716.65STA 16+36.50, 486.50' RT, BL “RW”D102 VDOT STD ES-1 FLARED END SECTION24” INV OUT= 714.72STA 16+36.50, 294.50' RT, BL “RW”D103 VDOT STD ES-1 FLARED END SECTION30” INV IN= 714.50STA 16+21.00, 260.00' RT, BL “RW”D104AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 718.0530” INV IN= 713.7830” INV OUT= 711.1±STA 16+00.00, 230.00' RT, BL “RW”E106A MODIFY EXISTING BASIN STRUCTURE20" X 15" IN= 695.82±2.3" INV IN = 686.00±30" INV OUT = 684.18±STA 4+32.1±, 327.3'± LTD108 VDOT STD EW-1 ENDWALL30” INV OUT= 716.55STA 25+64.50, 464.00' RT, BL “RW”D109 VDOT STD ES-1 FLARED END SECTION30” INV IN= 715.35STA 25+64.50, 294.50' RT, BL “RW”D110 VDOT STD ES-1 FLARED END SECTION 18" WITH 12" ORIFICE PLATE12" INV OUT= 715.80STA 25+64.50, 260.00' RT, BL “RW”D111 AIRCRAFT RATED MANHOLE48” DIAMETER RISERTOP ELEV= 718.8918” INV IN= 713.8018” INV OUT= 713.7±STA 25+64.50, 118.00' RT, BL “RW”E502EXISTING GRATE INLETGRATE ELEV= 719.2018” INV IN= 715.9±18” INV IN= 715.9±18” INV OUT= 715.80STA 28+07.50, 482.50' RT, BL “RW”D503 VDOT STD ES-1 FLARED END SECTION18” INV IN= 714.00STA 28+07.50, 294.50' RT, BL “RW”D116VDOT STD EW-6 DOUBLE ENDWALL36” INV OUT = 709.75 (2)STA 32+86.00, 270.50' RTD117VDOT STD EW-6 DOUBE ENDWALL36” INV IN = 709.41 (2)STA 34+23.00, 270.50' RTD122VDOT STD EW-1 ENDWALL18” INV OUT= 704.65STA 40+48.00, 260.00' RTD123AIRCRAFT RATED MANHOLE48” DIAMETER RISERTOP ELEV= 707.04 18” INV IN= 703.6518” INV OUT= 701.8±STA 40+48.00, 227.50' RTE507ADJUST EXISTING AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 711.6024” INV IN= 708.1±30” INV IN= 708.1±36” INV OUT= 707.60STA 37+22.70, 363.00' RTD508VDOT STD ES-1 FLARED END SECTION 15” INV OUT= 706.50STA 40+35.00, 464.00' RTD509AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 708.4836” INV IN= 704.6515” INV IN= 706.0036” INV OUT= 704.5±STA 40+50.00, 360.25' RTD510AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 706.6436” INV IN= 702.3±36” INV OUT= 702.24STA 47+48.91, 354.84' RTD511VDOT STD ES-1 FLARED END SECTION15” INV IN= 704.00STA 47+73.58, 284.48' RTD512AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 704.3836” INV IN= 700.5515” INV IN= 702.0036” INV OUT= 700.45STA 47+48.77, 354.84' RTD513VDOT STD ES-1 FLARED END SECTION36” INV IN= 699.70STA 47+73.58, 284.50' RTD127DOUBLE 3' X 4' BOX CULVERTINV IN = 699.40STA 47+80.00, 270.50' RTD128DOUBLE 3' X 4' BOX CULVERT3'X4' BOX INV OUT= 698.73STA 49+18.00, 270.50' RTE135ADJUST EXISTING MANHOLETOP ELEV= 703.75 15” INV IN= UNKNOWN 30” INV IN= UNKNOWN 30” INV OUT= UNKNOWN STA 53+33.0±, 456.0±' RTD136VDOT STD ES-1 FLARED END SECTION30” INV OUT= 697.2±STA 53+33.0±, 316.5±' RTD516VDOT STD EW-1 ENDWALL36” INV IN= 694.00STA 58+89.00, 260.00' RTD137AIRCRAFT RATED MANHOLE60” DIAMETER RISERTOP ELEV= 697.2236” INV IN= 692.3936” INV OUT= 692.1±STA 58+89.00, 206.00' RTD514VDOT STD DI-7 GRATE INLETGRATE ELEV= 699.0024” INV OUT= 695.20STA 59+20.00, 462.50' RTD515VDOT STD ES-1 FLARED END SECTION24” INV OUT= 693.50STA 59+20.00, 294.50' RTD141DOUBLE 3' X 5' BOX CULVERTINV IN = 692.50STA 62+60.00, 270.50' RTD142DOUBLE 3' X 5' BOX CULVERT INV OUT= 691.60STA 65+52.50, 317.00' RTD51748" DIA AIRCRAFT RATED DROP INLETGRATE ELEV= 697.7224” INV OUT= 693.50STA 64+00.00, 225.00' RTD518VDOT STD ES-1 FLARED END SECTION24” INV OUT= 691.60STA 69+47.00, 305.25' RTE165MODIFY EXISTING BASIN STRUCTURE6"X144" CREST= 674.557.5" INV IN= 666.6±48" INV OUT= 665.9±STA 77+98.3±, 296.5'± LTPIPE SUMMARYD101-D102192 LF 24” RCP, CLASS V@SLOPE = 1.01%D103-D10431 LF 30” RCP, CLASS V@SLOPE = 2.00%D108-D109165 LF 30” RCP, CLASS V@SLOPE = 0.73%D110-D111142 LF 18” RCP, CLASS V@SLOPE = 1.41%D502-D503188 LF 18” RCP, CLASS V@SLOPE = 0.96%D116-D117 133 LF 2 X 36” RCP, CLASS V@SLOPE = 0.26%D122-D123 42 LF 18” RCP, CLASS V@SLOPE = 2.38%E507-D509 328 LF 36” RCP, CLASS V@SLOPE = 0.90%D508-D509 105 LF 15” RCP, CLASS V@SLOPE = 0.48%D510-D512 404 LF 36” RCP, CLASS V@SLOPE = 0.42%D511-D512 142 LF 15" RCP, CLASS V@SLOPE=1.42%D512-D51367 LF 36" RCP, CLASS V@SLOPE=1.12%D127-D128 138 LF DOUBLE 3' X 4' BOX CULVERT@SLOPE = 0.49%D516-D137 58 LF 36” RCP, CLASS V@SLOPE = 2.74%D514-D515163 LF 24" RCP, CLASS V@SLOPE=1.04%D141-D142296 LF DOUBLE 3' X 5' BOX CULVERT@SLOPE = 0.30%D517-D518161 LF 24” RCP, CLASS V@SLOPE = 1.18%NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-GRD.dwg LAYOUT: DSDELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANDRAINAGE SUMMARYWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244087 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-GRD.dwg, DS, 4/12/2024 2:30:05 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A705710715720725702703704706707708709711712713714716717718719721722723724726726RIPRAPRIPRAPBrush72" RCPE10248" RCP48" RCP72" RCPE167E168E16948" RCPCO3+004+005+006+007+008+009+0010+0011+00E106AE107INV=682.47SSMH #1TOP=696.944" PVC IN=684.2830" RCP OUT=684.18SSMH #2TOP=699.3430" RCP IN=684.0830" RCP OUT=684.00INV=698.68DIG #E167TOP=719.5342" RCP IN=703.1348" RCP OUT=702.92SSMH #E168APPROX.LOCATION4+005+507+008+5010+0011+504+005+507+008+5010+0011+50300' LT450' LTRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 42MATCHLINE SHEET 414+005+507+00NORTH GA -BASIN 1150' LT300' LT450' LT150' LT8+50LOCALIZERCRITICAL AREA721721722723731LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPipePipePipeMHPipePipePipePipeHWPipePipePipeHWPipeMATCHLINE SHEET 4313+0014+5016+0017+5013+0014+5016+0017+50MATCHLINE SHEET 42RT. 776 BUFFLICK ROADINSET A750' RTSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF750' RTNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L0DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244187 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L0, 4/12/2024 2:31:25 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A720720720720725730730718719721721721721721721722722722723723723723724724724724726727727728728729729710715720725707708709711712713714716717718719721722723724726727728724723721LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODDebrisSRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 43MATCHLINE SHEET 42LOCALIZERCRITICAL AREAPRIMARY SURFACE5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT5+507+008+5010+0011+5013+00ST-1MATCHLINE SHEET MATCHLINE SHEET 41ST-5MATCHLINE SHEET 41 INSET ANOTE 3NOTE 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244287 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L1, 4/12/2024 2:32:26 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A720720720720720716716716717717717717717718718718718718719719719719721721721722723724720725730718718719719721722723724726727728729724717718719720721722723720718719721725725725730722723724726727728729725723724726LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODMHPipePipe24" RCPE104E10330" RCP12" CMPRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 42MATCHLINE SHEET 44MATCHLINE SHEET 43LOCALIZERCRITICAL AREAPRIMARY SURFACE14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT14+5016+0017+5019+0020+5022+00ST-3ST-2ST-5ST-6MATCHLINE SHEET 41 INSET ART. 776 BUFFLICK ROAD>>>>>>>>>>>>>>>>>>NOTE 3NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244387 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L2, 4/12/2024 2:33:01 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A720717718719721720717718719721721721721721715714720720720720725717717718718719719721721721721722723724726727728715715720716716717717717717718719727728715720716717718719712712713714720716716717718719721722723725721722723724726720720720720725723724726727728LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODGASGASGASGASGASGASGASGASGASSTORM MHTOP 719.60INV. 716.69 (NW)INV. 716.69 (SE)6" CMP6" CMPGuyGuyMHGuyGuy18" RCPE106E107E110E111E108E109E503E502E502AE50118" RCP18" RCP18" RCPTOP=718.918" RCP OUT=716.2TOP=719.218" RCP IN=715.918" RCP IN=715.918" RCP OUT=715.8TOP=719.118" RCP OUT=716.5SHENANDOAH GAS COMPANYEXISTING 6" GASELINE3 X 6" PRIMARY POWER CONDUITS3 X 6" PRIMARY POWER CONDUITS#E110 INV=715.20SSMH #E111TOP=718.6415" RCP IN=714.2918" RCP OUT=713.55APRONRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 43MATCHLINE SHEET 45MATCHLINE SHEET 44PRIMARY SURFACE23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT23+5025+0026+5028+0029+5031+00TAXILANE "T1"ST-4ST-7ST-8RT. 776 BUFFLICK ROAD>>>>>>>>>>>>>>>>>>NOTE 3NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244487 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L3, 4/12/2024 2:33:36 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A710715711712713714716710715711712713714716710710715711711712712713714716717718719715715715712712713713714714710706707708709715714710708708709711712709709711710710709711712713714710707707708708709709711712713715713713714716717718LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD11+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTORM MHTOP 710.84INV. 707.47 (NW)INV. 707.69 (SE)INV. 707.43 (S)6" CMP6" CMP6" CMPTankTankCBPipeTankTankPipePipeE1948" RISERTOP: 708.90INV OUT: 704.344W-4"4W-4"E118E119E116E117E120E123E124E202TELE. PED.GATE POWERFUEL FARM /GATE PANEL(S)E506E508E507E50518" RCP6" PVC24" RCP30" RCP30" RCPGRATE INLETTOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9TOP=713.224" RCP IN=709.830" RCP IN=709.030" RCP OUT=708.8CHANNEL 2DIG #5TOP=714.6030" RCP INV=709.62#E123TOP=704.4918" RCP OUT=701.75SSMH #E124TOP=708.276" PVC IN=705.4218" RCP IN=698.6718" RCP OUT=698.6136" RCPTAXWIWAY "C" (BL "C")RUNWAY 14-32 (BL "RW")FUEL FARMAPRONMATCHLINE SHEET 44MATCHLINE SHEET 46MATCHLINE SHEET 45PRIMARY SURFACE32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT32+5034+0035+5037+0038+5040+00TAXILANE "T2"ST-8ST-9ST-10TAXILANE "C1"TAXIWAY "C1">>>>>>>>>>>>>>>>>NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244587 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L4, 4/12/2024 2:34:09 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A705704706707708709705704706707708709706706706707705705705705704704704704706706706706707707708709705706707707701702709710708709LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD11+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTORM MHTOP 706.89'INV. 703.54' (NW)INV. 703.49' (SE)6" CMP6" CMPCBCBCBE2148" RISERTOP: 709.46INV OUT: 703.744W-4"E121E122E128E130E129E204E206E2106" PVCINV.=703.166" PVC PIPEAPROX.DIRECTION4" PVCINV.=704.524" PVC PIPEAPROX.DIRECTION4" PVCINV.=705.784" PVC PIPEAPROX.DIRECTIONEX. METALBUILDING/HANGAREX. METALBUILDING/HANGARASPHALTASPHALTASPHALTASPHALT24" PVC PIPEDIRECTIONE127#E122 INV=702.34DIG #E121TOP=707.4936" RCP IN=703.6436" RCP OUT=703.5936" RCP36" RCPTAXIWAY "D" (BL "D")RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 45MATCHLINE SHEET 47MATCHLINE SHEET 46PRIMARY SURFACE41+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT41+5043+0044+5046+0047+5049+00ST-11ST-12TAXILANE "C2"TAXILANE "C1"TAXILANE "C3"TAXILANE "C4"TAXILANE "C5"TAXIWAY "C2"TAXIWAY "C1">>>>>>>>>>>>>>>>>>>NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244687 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L5, 4/12/2024 2:34:43 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A702703700701702703695695700700694694696696697697698698699699699699701701702703704700700705698698698698699699701701702702703703704695696697LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD10+0011+00STORM MHTOP 703.29INV. 699.49 (SE)INV. 698.97 (NW)INV. 698.95 (SW)6" CMP6" CMP6" CMPSTORM MHTOP 701.64INV. 696.54 (NW)INV. 696.49 (SE)6" CMP6" CMPCB36" RCP36" RCPE133E136E137E138CB30" RCPASPHALTCONCRETEASPHALTROOF DRAINROOF DRAINROOF DRAINROOF DRAINASPHALTCONCRETEEX. METALBUILDING/HANGARROOF DRAINROOF DRAINHOSE BIBGRASSGRASSSTORMGRATETOP= 704.5110" RCPINV. IN=702.1415" RCPINV. OUT =702.10STORMGRATETOP = 704.2615" RCPINV. IN=701.90INV. OUT =701.79STORMGRATETOP = 704.3815" RCPINV. IN=701.468" RCP INV.IN= 701.8524" RCPINV. OUT =701.353 CONC.E.P.REMAINSL/P ?6" PVC PIPEAPROX.DIRECTION6" PVCINV. = 697.626" PVC PIPEAPROX.DIRECTION6" PVCINV. = 693.7210" PVC PIPEAPROX.DIRECTION24" PVC PIPEAPROX.DIRECTION8" PVC PIPEAPROX.DIRECTIONUGEUGEUGECOCOCOCO6"PVCE135E134DIG #9TOP=702.5015" RCP OUT=700.39SSMH #10UNABLE TOACCESSPAVED OVER15" RCP#E137 INV=692.09SSMH #E138TOP=698.6636" RCP IN FROM #E137=690.6636" RCP OUT TO #E139=690.56PAPITAXILANE "E"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 46MATCHLINE SHEET 48MATCHLINE SHEET 47TAXIWAY "A" (BL "A")PRIMARY SURFACE50+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT50+5052+0053+5055+0056+5058+00ST-13ST-14ST-15>>>>>>>>>>>>>>>>>>>>>NOTE 3NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244787 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L6, 4/12/2024 2:35:18 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A695695695695695695700694694696696696696696696697697697697698698699699699701700700696696697697698698699699701701701701702702703703704704695695695700692692693693694694694694696697698699701702703695700694696697698699695700694696697698699701702693LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD11+0012+0013+0014+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD10+0011+00STORM MHTOP 700.59INV. 695.19 (NW)INV. 696.09 (SE)INV. 695.14 (SW)BTM FILLED W/ WATERUNABLE TO VERIFY PIPESIZE AND MATERIALEND UNKNOWNCB6"PVC4W-4"E141E142STORM MHRIM=697.86ELEC.TRANSFORMERTELE. PED.GRAVELWATERVALVE4W-4"COCOCOCOCOCOCOCOCOWVTWM|||||||||||||||||||||||||||||||||||||||||||||||||||||||||TRANSFORMERUTILITY VAULTACCESS ROADACCESS ROAD12"INV.=696.6412"INV.=696.29C/L DITCH6"PVCC/L DITCHTAXILANE "F"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 47TAXIWAY "A" (BL "A")PRIMARY SURFACE59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT59+5061+0062+5064+0065+5067+00MATCHLINE SHEET 49MATCHLINE SHEET 48TAXIWAY "A2" (BL "A2")TAXIWAY "E" (BL "E")ST-16ST-17SOUTH GA -BASIN 1>>>>>>>>>>>>NOTE 3NOTE 3SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244887 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L7, 4/12/2024 2:35:50 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A695700691692693694696697698699701702703705710704706707708709711700705696697698699701702703704700698699701701701702690695700688689691692692692693694696697698699695695696696697697698698699699699699695695695695700700700691691691691692692692692693693693693694694694694696697698699701691692701702LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD HWHigh BrushPipePipeHWCBE143E155E156E153E154E152E.P.E.P.15" RCPINV.=697.4015" RCPAPROX.DIRECTIONTELE. PED.WATERVALVESAN MHTOP= 702.003" PVCINV. = 697.43SAN MHTOP= 700.933" PVCINV. = 696.71SAN C/OTELE. PED.FIRE HYD.WATERVALVEELEC.TRANSFORMERTWVWMT|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||8'CLF8'CLFMAINTENANCE BUILDING1-STORY ALUMINUM SIDING BUILDINGACCESS ROADACCESS ROAD32"INV.=689.83TOP=695.31WEIR=693.614"INV.=692.668"INV.=691.04BOTTOM=689.588"INV.=697.3512"INV.=696.5512"INV.=696.30INV.=697.7236"INV.=696.2836"INV.=695.8130"INV.=689.9430"RCP15"INV.=698.4615"INV.=697.5715"RCP15"INV.=697.7915"INV.=696.8515"RCP12"INV.=BROKEN PIPE12"INV.=698.4712"RCP36" RCP36" RCP32" RCP#E143 INV=688.9930" RCP INV=687.3368+5070+0071+5073+0074+5076+0068+5070+0071+5073+0074+5076+00300' RT450' RT600' RT300' RT450' RT600' RT750' RTMATCHLINE SHEET 48MATCHLINE SHEET MATCHLINE SHEET 50750' RT750' RTSOUTH GA -BASIN 2SOUTH GA -BASIN 1STATE ROUTE 645 AIRPORT ROADCLOSEDROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L8DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20244987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L8, 4/12/2024 2:36:23 PM, PWise SCALE: 1"=30'300FEET3060NNOTES42434445464748LEGENDEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREAEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING UTILITY EASEMENTEXXSFSS>UGEXGASROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX4950411.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.INSET A690690690685680675670670675680680670675670675680690695688688689689691692693694696697685690695681682683684686687688689691692693694690690688688689689691692693680682680675670675670670675680686LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODGuy E145E146E164E165E166E160E163OKV C74+0074+98#E160 INV=677.7836" RCP#E163 INV=678.21#E145 INV=673.58#E146 INV=669.2160" RCP60" RCPSSMH #15TOP=686.1960" RCP IN=670.3460" RCP OUT=669.37INV=666.57#E164INV=669.30#E166 INV=665.4115" RCP8" PVC48" RCPSSMH #E165TOP=674.888" PVC IN=665.9915" RCP IN=670.3548" RCP OUT=665.88OKV C74+5076+0077+5079+0080+50150' RT300' RT450' RT600' RT150' RT300' RT450' RT600' RT74+5076+0077+5079+0080+50MATCHLINE SHEET 49MATCHLINE SHEET 50SOUTHAIRPORTBASINSTATE ROUTE 728 VICTORY ROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC1.dwg LAYOUT: L9DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 1WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245087 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC1.dwg, L9, 4/12/2024 2:36:56 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A7057107157207257027037047067077087097117127137147167177187197217227237247267266+33RIPRAPRIPRAPBrush72" RCPE10248" RCP48" RCP72" RCPE167E168E16948" RCPCO3+004+005+006+007+008+009+0010+0011+00E106AE107INV=682.47SSMH #1TOP=696.944" PVC IN=684.2830" RCP OUT=684.18SSMH #2TOP=699.3430" RCP IN=684.0830" RCP OUT=684.00INV=698.68DIG #E167TOP=719.5342" RCP IN=703.1348" RCP OUT=702.92SSMH #E168APPROX.LOCATION4+005+507+008+5010+0011+504+005+507+008+5010+0011+50RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 52MATCHLINE SHEET 4+005+507+00NORTH GA -BASIN 1300' LT450' LT150' LT300' LT450' LT150' LT8+50LOCALIZERCRITICAL AREA721721722723731LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODPipePipePipeMHPipePipePipePipeHWPipePipePipeHWPipe721723723724724733734SHEET 51 INSET AMATCHLINE SHEET 53SHEET 51 INSET A13+0014+5016+0017+50MATCHLINE SHEET 52RT. 776 BUFFLICK ROADINSET A750' RTWASTE AREA FORSECTION 1 MATERIAL13+0014+5016+0017+50SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF750' RTNO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L0DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245187 1" = 30'C:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L0, 4/12/2024 2:38:51 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A720720720720725730730718719721721721721721721722722722723723723723724724724724726727727728728729729710715720725707708709711712713714716717718719721722723724726727728724723721LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD7+008+009+0010+0011+0012+0013+0014+00LODLODLODLODLODLODLODLOD11+0412+0013+0014+003+924+005+006+007+008+009+0010+0011+00DebrisSRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 53MATCHLINE SHEET 52TAXIWAY "A" (BL "A")725723724726727720725721722723723723724726727720720718718719719721720720721721722722723724721722723723725726722723723724725726727728728728726727725726727728724724723721722720719718719717724727723LOCALIZERCRITICAL AREAPRIMARY SURFACE>>>>>>>>>>>>>>>>>>>>>>5+507+008+5010+0011+5013+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT5+507+008+5010+0011+5013+00TAXIWAY "A" (BL "A")ST-1BMBMBMBMBMBMCHANNEL 1CHANNEL 2CHANNEL 2CHANNEL 2MATCHLINE SHEET MATCHLINE SHEET 51ST-5MATCHLINESHEET 51 INSET ANOTE 3NOTE 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245287 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L1, 4/12/2024 2:39:45 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A720720720720720716716716717717717717717718718718718718719719719719721721721722723724720725730718718719719721722723724726727728729724717718719720721722723720718719721725725725730722723724726727728729725723724726D103D104LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD24" RCP30" RCP15+0016+0017+0018+0019+0020+0021+0022+0023+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD15+0016+0017+0018+0019+0020+0021+0022+0023+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00D101D10224" RCPMHPipePipe30" RCP181812" CMPTAXIWAY "A" (BL "A")RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 52MATCHLINE SHEET 54MATCHLINE SHEET 53720720720725725716717718718718719719719721721721722722722723723723724724715716717720717717718718719721722723726727725724723722721720719722724727730723722721720719718718719720721722723724726725724723722721720720721722723724724723722721720719718718719722721721722727725723730726727728729731732729730731732732717717718719720721722723724718719720LOCALIZERCRITICAL AREAPRIMARY SURFACEBM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>>>>>14+5016+0017+5019+0020+5022+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT14+5016+0017+5019+0020+5022+00>>>>>>>>>>>>>>ST-3ST-2ST-5>>>>>>ST-6BMBMBMBMBMBMBMBMBMBMBMCHANNEL 1CHANNEL 2CHANNEL 2CHANNEL 2MATCHLINESHEET 51 INSET AWASTE AREA FORSECTION 1 MATERIALRT. 776 BUFFLICK ROADSFSFSFSFSFSFSFSFSFSFSFSFSFSFNOTE 3NOTE 3NOTE 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245387 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L2, 4/12/2024 2:40:29 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A720717718719721720717718719721721721721721715714720720720720725717717718718719719721721721721722723724726727728715715720716716717717717717718719727728715720716717718719712712713714720716716717718719721722723725721722723724726720720720720725723724726727728D111D110D109D108D503LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD30" RCP18" RCP18" RCP24+0025+0026+0027+0028+0029+0030+0031+0032+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD24+0025+0026+0027+0028+0029+0030+0031+0032+0022+0023+0024+0025+0026+0026+7510+0011+0012+00INSTALL 12"ORIFICE PLATEGASGASGASGASGASGASGASGASGASSTORM MHTOP 719.60INV. 716.69 (NW)INV. 716.69 (SE)6" CMP6" CMPGuyGuyMHGuyGuy18" RCPE502E502AE50118" RCP18" RCPTOP=718.918" RCP OUT=716.2TOP=719.218" RCP IN=715.918" RCP IN=715.918" RCP OUT=715.8TOP=719.118" RCP OUT=716.51919SHENANDOAH GAS COMPANYEXISTING 6" GASELINE3 X 6" PRIMARY POWER CONDUITS3 X 6" PRIMARY POWER CONDUITS#E110 INV=715.20SSMH #E111TOP=718.6415" RCP IN=714.2918" RCP OUT=713.55APRONRUNWAY 14-32 (BL "RW")MATCHLINE SHEET 53MATCHLINE SHEET 55MATCHLINE SHEET 54TAXIWAY "A" (BL "A")727726725724723722721720719719720721722722721720719718717716716721720719718718719719718717716718717717716715714713712712711712721720719718717719718717716715714713713714715716PRIMARY SURFACE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF23+5025+0026+5028+0029+5031+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT23+5025+0026+5028+0029+5031+00TAXILANE "T1">>>>>>>>>>>>>>>>>>>ST-4ST-7BMBMBMBMCHANNEL 1CHANNEL 2CHANNEL 3ST-8RT. 776 BUFFLICK ROADNOTE 3NOTE 3NOTE 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L3DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245487 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L3, 4/12/2024 2:41:06 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A710715711712713714716710715711712713714716710710715711711712712713714716717718719715715715712712713713714714710706707708709715714710708708709711712709709711710710709711712713714710707707708708709709711712713715713713714716717718LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD36" RCPD116D117D50936" RCPD122D12318" RCPD50815" RCP33+0034+0035+0036+0037+0038+0039+0040+0041+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD32+7513+0014+0014+6210+0011+0012+0013+0014+0015+0016+00STORM MHTOP 710.84INV. 707.47 (NW)INV. 707.69 (SE)INV. 707.43 (S)6" CMP6" CMP6" CMPTankTankCBPipeTankTankPipePipeE1948" RISERTOP: 708.90INV OUT: 704.344W-4"4W-4"E124E202TELE. PED.GATE POWERFUEL FARM /GATE PANEL(S)E506E507E50518" RCP6" PVC24" RCP30" RCP30" RCPGRATE INLETTOP=712.224" RCP IN=707.930" RCP IN=708.136" RCP OUT=707.8TOP=711.824" RCP OUT=708.9TOP=713.224" RCP IN=709.830" RCP IN=709.030" RCP OUT=708.833CHANNEL 2DIG #5TOP=714.6030" RCP INV=709.62#E123TOP=704.4918" RCP OUT=701.75SSMH #E124TOP=708.276" PVC IN=705.4218" RCP IN=698.6718" RCP OUT=698.6136" RCPTAXWIWAY "C" (BL "C")RUNWAY 14-32 (BL "RW")FUEL FARMAPRONMATCHLINE SHEET 54MATCHLINE SHEET 56MATCHLINE SHEET 55TAXIWAY "A" (BL "A")715714717716715710711713714715714715713714712711710709709708707707708710709711712711710709709708710710709708707706705705714713714714712711712710713716715713711714709708707708PRIMARY SURFACE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF32+5034+0035+5037+0038+5040+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT32+5034+0035+5037+0038+5040+00TAXILANE "T2"ST-8>SFSFSFTAXILANE "C1"CHANNEL 4CHANNEL 1CHANNEL 3ST-9ST-10NOTE 3NOTE 3NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L4DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245587 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L4, 4/12/2024 2:41:43 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A705704706707708709705704706707708709706706706707705705705705704704704704706706706706707707708709705706707707701702709710708709LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD36" RCPD513D512D51036" RCPD127D128D51115" RCP42+0043+0044+0045+0046+0047+0048+0049+0050+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD17+0018+0019+0020+0021+0022+0023+0023+7110+0011+003' X 4' DOUBLE BOX CULVERTSTORM MHTOP 706.89'INV. 703.54' (NW)INV. 703.49' (SE)6" CMP6" CMPCBCBCBE2148" RISERTOP: 709.46INV OUT: 703.744W-4"E121E204E206E2106" PVCINV.=703.166" PVC PIPEAPROX.DIRECTION4" PVCINV.=704.524" PVC PIPEAPROX.DIRECTION4" PVCINV.=705.784" PVC PIPEAPROX.DIRECTIONEX. METALBUILDING/HANGAREX. METALBUILDING/HANGARASPHALTASPHALTASPHALTASPHALT24" PVC PIPEDIRECTION#E122 INV=702.34DIG #E121TOP=707.4936" RCP IN=703.6436" RCP OUT=703.5936" RCP36" RCPTAXIWAY "D" (BL "D")RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 55MATCHLINE SHEET 57MATCHLINE SHEET 56TAXIWAY "A" (BL "A")708707706705704703703703702701700708707706705704703702705706708707706704705707706704708707706705704703702701700699709708707706706705PRIMARY SURFACE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSF41+5043+0044+5046+0047+5049+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT41+5043+0044+5046+0047+5049+00ST-11ST-12>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTAXILANE "C2"TAXILANE "C1"TAXILANE "C3"TAXILANE "C4"TAXILANE "C5"CHANNEL 4CHANNEL 5NOTE 3NOTE 3CONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L5DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245687 1" = 30'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L5, 4/12/2024 2:42:24 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A702703700701702703695695700700694694696696697697698698699699699699701701702703704700700705698698698698699699701701702702703703704695696697LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD136D516D13736" RCP50+0051+0052+0053+0054+0055+0056+0057+0058+0059+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD11+0012+0013+0014+0015+0016+0017+0018+0019+0020+0010+0011+00STORM MHTOP 703.29INV. 699.49 (SE)INV. 698.97 (NW)INV. 698.95 (SW)6" CMP6" CMP6" CMPSTORM MHTOP 701.64INV. 696.54 (NW)INV. 696.49 (SE)6" CMP6" CMPCB36" RCP36" RCPE133E138CB30" RCPASPHALTCONCRETEASPHALTROOF DRAINROOF DRAINROOF DRAINROOF DRAINASPHALTCONCRETEEX. METALBUILDING/HANGARROOF DRAINROOF DRAINHOSE BIBGRASSGRASSSTORMGRATETOP= 704.5110" RCPINV. IN=702.1415" RCPINV. OUT =702.10STORMGRATETOP = 704.2615" RCPINV. IN=701.90INV. OUT =701.79STORMGRATETOP = 704.3815" RCPINV. IN=701.468" RCP INV.IN= 701.8524" RCPINV. OUT =701.353 CONC.E.P.REMAINSL/P ?6" PVC PIPEAPROX.DIRECTION6" PVCINV. = 697.6210" PVC PIPEAPROX.DIRECTION24" PVC PIPEAPROX.DIRECTION8" PVC PIPEAPROX.DIRECTIONUGEUGEUGECOCOCOCO6"PVCE135E134DIG #9TOP=702.5015" RCP OUT=700.39SSMH #10UNABLE TOACCESSPAVED OVER15" RCP#E137 INV=692.09SSMH #E138TOP=698.6636" RCP IN FROM #E137=690.6636" RCP OUT TO #E139=690.56PAPITAXILANE "E"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 56MATCHLINE SHEET 58MATCHLINE SHEET 57TAXIWAY "A" (BL "A")699700701703703703704705703703702701700699698697696696696697698699700701702702701700699698697696695694694694695700701705704703705704704702701701700700701701PRIMARY SURFACE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>>>>>>50+5052+0053+5055+0056+5058+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT50+5052+0053+5055+0056+5058+00ST-13ST-14ST-15>>>>>>>>>>>>>>>>>>>>>CHANNEL 5NOTE 3NOTE 3NOTE 3NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L6DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245787 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L6, 4/12/2024 2:43:02 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A695695695695695695700694694696696696696696696697697697697698698699699699701700700696696697697698698699699701701701701702702703703704704695695695700692692693693694694694694696697698699701702703695700694696697698699695700694696697698699701702693LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD514D51524" RCPD141D142D517D51824" RCP59+0060+0061+0062+0063+0064+0065+0066+0067+0068+0011+0012+0013+0014+0011+0012+0013+0014+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD20+0021+0022+0023+0024+0024+9010+0011+003 3' X 5' DOUBLE BOX CULVERTSTORM MHTOP 700.59INV. 695.19 (NW)INV. 696.09 (SE)INV. 695.14 (SW)BTM FILLED W/ WATERUNABLE TO VERIFY PIPESIZE AND MATERIALEND UNKNOWNCB6"PVC4W-4"STORM MHRIM=697.86ELEC.TRANSFORMERTELE. PED.GRAVELWATERVALVE4W-4"COCOCOCOCOCOCOCOCOWVTWM|||||||||||||||||||||||||||||||||||||||||||||||||||||||||TRANSFORMERUTILITY VAULTACCESS ROADACCESS ROAD12"INV.=696.6412"INV.=696.29C/L DITCH6"PVCC/L DITCHTAXILANE "F"RUNWAY 14-32 (BL "RW")MATCHLINE SHEET 57TAXIWAY "A" (BL "A")694694695696697698699700701701700700701701700699700699698693694695696697697698699698698700696695700699698697696695694693693694694694694695696697698699700698696701701700699699PRIMARY SURFACESFSFSFSFSFSFSFSFSFSFSFSFSFSF>>>>>>>>59+5061+0062+5064+0065+5067+00300' RT450' RT600' RT150' RT300' RT450' RT600' RT150' RT59+5061+0062+5064+0065+5067+00MATCHLINE SHEET 59MATCHLINE SHEET 58TAXIWAY "A2" (BL "A2")TAXIWAY "E" (BL "E")ST-16ST-17>>>>>>>>>>>OUTLET PROTECTIONRIPRAP, CLASS A1L=60', W=30', D=2'AREA = 200 SYCHANNEL 5SOUTH GA -BASIN 1SFSFSFSFSFSFNOTE 3NOTE 3>>NO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L7DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245887 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L7, 4/12/2024 2:43:39 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A69570069169269369469669769869970170270370571070470670770870971170070569669769869970170270370470069869970170170170269069570068868969169269269269369469669769869969569569669669769769869869969969969969569569569570070070069169169169169269269269269369369369369469469469469669769869970169169270170268+0069+0070+0071+0072+0073+0074+0074+98LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD HWHigh BrushPipePipeHWCBE143E155E156E153E154E152E.P.E.P.15" RCPINV.=697.4015" RCPAPROX.DIRECTIONTELE. PED.WATERVALVESAN MHTOP= 702.003" PVCINV. = 697.43SAN MHTOP= 700.933" PVCINV. = 696.71SAN C/OTELE. PED.FIRE HYD.WATERVALVEELEC.TRANSFORMERTWVWMT|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||8'CLF8'CLFMAINTENANCE BUILDING1-STORY ALUMINUM SIDING BUILDINGACCESS ROADACCESS ROAD32"INV.=689.83TOP=695.31WEIR=693.614"INV.=692.668"INV.=691.04BOTTOM=689.588"INV.=697.3512"INV.=696.5512"INV.=696.30INV.=697.7236"INV.=696.2836"INV.=695.8130"INV.=689.9430"RCP15"INV.=698.4615"INV.=697.5715"RCP15"INV.=697.7915"INV.=696.8515"RCP12"INV.=BROKEN PIPE12"INV.=698.4712"RCP36" RCP36" RCP32" RCP#E143 INV=688.9930" RCP INV=687.33SOUTH GA -BASIN 268+5070+0071+5073+0074+5076+0068+5070+0071+5073+0074+5076+00300' RT450' RT600' RT300' RT450' RT600' RT750' RTMATCHLINE SHEET 58MATCHLINE SHEET MATCHLINE SHEET 60750' RT750' RTSOUTH GA -BASIN 1STATE ROUTE 645 AIRPORT ROADCLOSEDROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L8DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20245987 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L8, 4/12/2024 2:44:18 PM, PWise SCALE: 1"=30'300FEET3060NNOTES1.ALL STATIONS AND OFFSETS ARE GIVEN WITHRESPECT TO BASELINE "RW" (RUNWAY 14-32CENTERLINE) UNLESS OTHERWISE SPECIFIED.2.REFER TO SHEET 64 - EROSION & SEDIMENTCONTROL DETAILS FOR SEDIMENT TRAP DESIGNSUMMARY INFORMATION.3.ARMOR ENTRANCE INTO THE SEDIMENT TRAPWITH RIPRAP. RIPRAP ARMORING SHALL BECONSIDERED INCIDENTAL TO THE SEDIMENT TRAP.52535455565758LEGENDEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONPROPOSED FLARED END SECTIONEXISTING STORM MANHOLEPROPOSED STORM MANHOLEEXISTING AIRFIELD GUIDANCE SIGNPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONPROPOSED SILT FENCEPROPOSED SEDIMENT RETENTION ROLLEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING DITCHPROPOSED SILT SOCK AS DIVERSION DIKEPROPOSED SILT SOCK AS DIVERSION DIKE -CLEAN WATEREXISTING UNDERGROUND ELECTRICAL LINEEXISTING FENCEEXISTING GAS LINEEXISTING LOCALIZER CRITICAL AREALIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION - SECTION 1PROPOSED CONSTRUCTION - SECTION 2PROPOSED CONSTRUCTION - SECTION 3EXXDXXSFSS>>>UGEXGASLODROFARPZRSATOFATSAPREVIOUS SITE PLAN REFERENCE NO. #05-23SHEET INDEX5960N51INSET A690690690685680675670670675680680670675670675680690695688688689689691692693694696697685690695681682683684686687688689691692693694690690688688689689691692693680682680675670675670670675680686LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODGuy E145E146E164E165E166E160E163OKV C74+0074+98#E160 INV=677.7836" RCP#E163 INV=678.21#E145 INV=673.58#E146 INV=669.2160" RCP60" RCPSSMH #15TOP=686.1960" RCP IN=670.3460" RCP OUT=669.37INV=666.57#E164INV=669.30#E166 INV=665.4115" RCP8" PVC48" RCPSSMH #E165TOP=674.888" PVC IN=665.9915" RCP IN=670.3548" RCP OUT=665.88OKV C74+5076+0077+5079+0080+50150' RT300' RT450' RT600' RT150' RT300' RT450' RT600' RT74+5076+0077+5079+0080+50MATCHLINE SHEET 59MATCHLINE SHEET 60SOUTHAIRPORTBASINSTATE ROUTE 728 VICTORY ROADNO.REVISIONSBYAPP.DATECONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg; 22026-site-topo-ex.dwg; 22026-site-topo-pro.dwg IMAGES:DRAWING: 22026-SITE-ESC2.dwg LAYOUT: L9DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANEROSION & SEDIMENTCONTROL LAYOUT - STAGE 2WINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20246087 1" = 30'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESC2.dwg, L9, 4/12/2024 2:44:58 PM, PWise EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES: 1.PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO RELOCATE THE EXISTING PARALLEL TAXIWAY “A” TO A 400' OFFSET FROM RUNWAY 14-32. THE PROJECT INCLUDES DEMOLITION OF THE EXISTING TAXIWAY, PAVING, GRADING, AND DRAINAGE ASSOCIATED WITH THE NEW TAXIWAY, AND DEMOLITION OF AN EXISTING HANGAR. 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 SITE IS AN AREA OF MODERATE TO STEEPLY SLOPING TERRAIN, APPROXIMATELY 60 ACRES IN SIZE. UNDISTURBED AREAS OF THE SITE ARE EITHER PAVED OR COVERED WITH AVERAGE TO DENSE GRASS. 3.ADJACENT PROPERTY THE PROJECT SITE IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND BUFFLICK ROAD TO THE WEST. THE SITE DRAINS TO TWO OUTFALLS - OUTFALL A TO THE NORTHWEST WHERE IT OUTFALLS FROM AIRPORT PROPERTY. OUTFALL B WHICH FLOWS INTO THE DRAINAGE CHANNELS ALONG THE RUNWAY INFIELD AND OUTFALL FROM AIRPORT PROPERTY ON THE NORTH SIDE OF THE RUNWAY. NO DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED. 4.SOILS THE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE PROJECT AREA: -1B BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES, HSG B -1C BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES, HSG B -3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D -9B CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D -9C CLEARBROOK CHANNERY SILT LOAM 7 TO 15 PERCENT SLOPES, HSG C/D -41B WEIKERT-BERKS CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES, HSG B/D -41C WEIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENT SLOPES, HSG B/D -41D WEIKERT-BERKS CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, HSG B/D -41E WEIKERT-BERKS CHANNERY SILT LOAM, 25 TO 65 PERCENT SLOPES, HSG B/D 5.CRITICAL EROSION AREAS THE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. CONSTRUCTION ENTRANCES, INLET PROTECTION, DIVERSION DIKES, SOIL STABILIZATION MATS, SEDIMENT TRAPS, CHECK DAMS, AND SILT FENCE 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. d.PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS. e.SEDIMENT TRAPS, 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. 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. 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. 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. 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 SPECIFICATION 3.07, STORM DRAIN INLET PROTECTION). l.THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENT CONTROL PERMIT FROM THE COUNTY OF FREDERICK 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. n.TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH SECTION III OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. o.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. p.ALL UTILITIES MUST BE INSTALLED IN ACCORDANCE WITH MINIMUM STANDARD NO.16 OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK. 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 AND 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 AND 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.OUTLET PROTECTION - 3.18 RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS AND AS ORDERED BY THE ENGINEER TO REDUCE EROSION AND UNDER-CUTTING AT NEWLY INSTALLED OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS. i.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. 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 TRAP 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 MODIFICATION OF AN EXISTING 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 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 PRE-CONSTRUCTION 1.CLEARLY MARK AREAS THAT ARE NOT DISTURBED. 2.THE CONTRACTOR SHALL COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR TO SCHEDULE AND HOST AN ON-SITE PRE-CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 3.THE CERTIFIED RESPONSIBLE LAND DISTURBER MUST ATTEND THE PRE-CONSTRUCTION MEETING. 4.THE CONTRACTOR SHALL COMPLETE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PRIOR TO THE PRE-CONSTRUCTION MEETING. 5.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LAND DISTURBANCE PERMIT DOCUMENTS REQUIRED TO BE POSTED AT THE SITE, INCLUDING BUT NOT LIMITED TO, VSMP PERMIT INFORMATION, LAND DISTURBANCE PERMIT, RESPONSIBLE LAND DISTURBER INFORMATION, LOCATION OF SWPPP, AND OTHER INFORMATION AS REQUIRED BY THE SEDIMENT CONTROL INSPECTOR. SECTION 1 - STAGE 1 6.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. 7.INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION AS SHOWN ON THE PLANS. 8.INSTALL SEDIMENT TRAPS 9.INSTALL DIVERSION DIKES TO SEDIMENT TRAPS AS SHOWN ON THE PLANS. 10.INSTALL SILT FENCE PARALLEL TO CHANNEL 1. 11.INSTALL CHANNEL 1. STABILIZE WITH CONCRETE OR STABILIZATION MATTING AS SHOWN ON THE PLANS. 12.COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE INSTALLED STAGE 1 MEASURES. 13.UPON WRITTEN APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, PROCEED WITH REMAINING DEMOLITION, GRADING, AND DRAINAGE. 14.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SECTION 1 - STAGE 2 15.AS GRADING PROCEEDS, ADJUST EXISTING MEASURES AS NECESSARY TO ACCOMMODATE THE CONTRACTOR'S PHASING. 16.INSTALL NEW INLET PROTECTION AS NEW DRAINAGE PIPES AND STRUCTURES ARE CONSTRUCTED. 17.REMOVE INLET PROTECTIONS AFTER EXISTING PIPES AND STRUCTURES ARE REMOVED. 18.FOR FILL OF EXISTING CHANNELS BETWEEN 200' AND 250' OF RUNWAY CENTERLINE, INSTALL TEMPORARY DIVERSIONS. 19.AS FINAL GRADE IS COMPLETED, INSTALL PERMANENT SEEDING AND MULCHING FOR AREAS NOT PAVED. 20.INSTALL STABILIZATION MATTING TO GRASSED AREAS STEEPER THAN 10:1 GRADIENT OR AS SHOWN ON THE PLANS. 21.WHEN THE SITE IS STABILIZED, COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE GRASS STABILIZATION. SECTION 2 - STAGE 1 22.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. 23.INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION AS SHOWN ON THE PLANS. 24.INSTALL SEDIMENT TRAPS 25.INSTALL DIVERSION DIKES TO SEDIMENT TRAPS AS SHOWN ON THE PLANS. 26.INSTALL SILT FENCE PARALLEL TO CHANNEL 4. 27.INSTALL CHANNEL 4. STABILIZE WITH CONCRETE OR STABILIZATION MATTING AS SHOWN ON THE PLANS. 28.COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE INSTALLED STAGE 1 MEASURES. 29.UPON WRITTEN APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, PROCEED WITH REMAINING DEMOLITION, GRADING, AND DRAINAGE. 30.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SECTION 2 - STAGE 2 31.AS GRADING PROCEEDS, ADJUST EXISTING MEASURES AS NECESSARY TO ACCOMMODATE THE CONTRACTOR'S PHASING. 32.INSTALL NEW INLET PROTECTION AS NEW DRAINAGE PIPES AND STRUCTURES ARE CONSTRUCTED. 33.REMOVE INLET PROTECTIONS AFTER EXISTING PIPES AND STRUCTURES ARE REMOVED. 34.FOR FILL OF EXISTING CHANNELS BETWEEN 200' AND 250' OF RUNWAY CENTERLINE, INSTALL TEMPORARY DIVERSIONS. 35.AS FINAL GRADE IS COMPLETED, INSTALL PERMANENT SEEDING AND MULCHING FOR AREAS NOT PAVED. 36.INSTALL STABILIZATION MATTING TO GRASSED AREAS STEEPER THAN 10:1 GRADIENT OR AS SHOWN ON THE PLANS. 37.WHEN THE SITE IS STABILIZED, COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE GRASS STABILIZATION. SECTION 3 - STAGE 1 38.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS. 39.INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION AS SHOWN ON THE PLANS. 40.INSTALL SEDIMENT TRAPS. 41.INSTALL DIVERSION DIKES TO SEDIMENT TRAPS AS SHOWN ON THE PLANS. 42.INSTALL SILT FENCE PARALLEL TO CHANNEL 5. 43.INSTALL CHANNEL 5. STABILIZE WITH CONCRETE OR STABILIZATION MATTING AS SHOWN ON THE PLANS. 44.COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE INSTALLED STAGE 1 MEASURES. 45.UPON WRITTEN APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, PROCEED WITH REMAINING DEMOLITION, GRADING, AND DRAINAGE. 46.INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. SECTION 3 - STAGE 2 47.AS GRADING PROCEEDS, ADJUST EXISTING MEASURES AS NECESSARY TO ACCOMMODATE THE CONTRACTOR'S PHASING. 48.INSTALL NEW INLET PROTECTION AS NEW DRAINAGE PIPES AND STRUCTURES ARE CONSTRUCTED. 49.REMOVE INLET PROTECTIONS AFTER EXISTING PIPES AND STRUCTURES ARE REMOVED. 50.FOR FILL OF EXISTING CHANNELS BETWEEN 200' AND 250' OF RUNWAY CENTERLINE, INSTALL TEMPORARY DIVERSIONS. 51.AS FINAL GRADE IS COMPLETED, INSTALL PERMANENT SEEDING AND MULCHING FOR AREAS NOT PAVED. 52.INSTALL STABILIZATION MATTING TO GRASSED AREAS STEEPER THAN 10:1 GRADIENT OR AS SHOWN ON THE PLANS. 53.WHEN THE SITE IS STABILIZED, COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR INSPECTION OF THE GRASS STABILIZATION. POST CONSTRUCTION 54.UPON WRITTEN APPROVAL OF THE SEDIMENT CONTROL INSPECTOR, PROCEED WITH REMOVING SEDIMENT TRAPS AND OTHER MEASURES FOR STABILIZED AREAS. 55.IMMEDIATELY PROVIDE PERMANENT SEEDING AND MULCHING FOR FINAL STABILIZATION. 56.COORDINATE WITH THE SEDIMENT CONTROL INSPECTOR FOR FINAL INSPECTION OF ALL SEDIMENT CONTROL AND STABILIZATION MEASURES. VIRGINIA MINIMUM STANDARDS (9VAC25-840-40): 1.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3.A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6.SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. a.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7.CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9.WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13.WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. 15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. b.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. d.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. f.APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. 18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: a.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: 1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR 2) (a)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS. (b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND (c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: 1)IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS; 2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; 3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR 4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. d.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e.ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. f.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j.IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. l.ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT. m.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-870-47 OR GRANDFATHERING IN 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT SHALL APPLY, OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 C 7 OF THE ACT. n.COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-ESN.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN EROSION & SEDIMENT CONTROL NOTES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 61 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESN.dwg, L1, 4/12/2024 2:45:40 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-ESD.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN EROSION & SEDIMENT CONTROL DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 62 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESD.dwg, L1, 4/12/2024 2:46:25 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 DIVERSION DIKE NOTES: 1.SILT TUBE MATERIAL FILLING TO BE COMPOSED OF 50% CFS PLUS 50% LEAF COMPOST, OR AS APPROVED BY THE ENGINEER 2.RUNOFF DIVERSION WILL BE PLACED AT LOCATIONS INDICATED ON PLANS AS DIRECTED BY THE ENGINEER. 3.RUNOFF DIVERSION SHALL BE INSTALLED ABOVE AND ADJACENT TO AREAS OF UNPROTECTED SOIL OR AREAS PRONE TO SOIL EROSION. 4.RUNOFF DIVERSION SHALL BE INSTALLED WHERE 5 FT OF THE END AT HIGHEST ELEVATION SHALL BE CONSTRUCTED POINTING SLIGHTLY UPSLOPE AND INTO ANY EXISTING VEGETATION. 5.RUNOFF DIVERSION SHALL BE INSTALLED SO TRAILING END OF THE DEVICE POINTS DOWN SLOPE TO PREVENT PONDING OF RUNOFF. 6.RUNOFF DIVERSION SHALL BE PLACED ON SLOPES 1% OR GREATER TO ALLOW EFFECTIVE RUNOFF CONVEYANCE AND TO PREVENT PONDING. 7.RUNOFF DIVERSION INSTALLED ON SLOPES GREATER THAN 5% MAY REQUIRE EROSION CONTROL/SOIL STABILIZATION PRACTICES WHERE RUNOFF FLOW IS CONCENTRATED OR CONVEYED. 8.RUNOFF DIVERSION SHOULD NOT BE USED ON SLOPES GREATER THAN 2:1. 9.STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE RUNOFF DIVERSION ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT WOODEN STAKES. 10.STAKING DEPTH FOR SAND AND SILT LOAM SOILS SHALL BE 12 IN, AND 8 IN FOR CLAY SOILS. 11.IF THE RUNOFF DIVERSION IS TO BE A PERMANENT RUNOFF DIVERSION DEVICE OR PART OF THE NATURAL LANDSCAPE, IT MAY BE SEEDED AT TIME OF INSTALLATION FOR ESTABLISHMENT OF PERMANENT VEGETATION. THE ENGINEER WILL SPECIFY SEED REQUIREMENTS. 12.LOOSE GROWING MEDIA USED FOR BACKFILLING AND EXTENSION OF FILTER STRIP MAY ALSO BE SEEDED. THE ENGINEER WILL SPECIFY SEED REQUIREMENTS. AREA OF EXCAVATION / DISTURBANCE STABILIZED DISCHARGE AREA REDIRECTED FLOWFLOWFLOWMIN. SLOPE: 1%12" DIAMETER FILTER SOCK (OTHER SIZES AS APPROVED BY THE ENGINEER) 5' AT HIGH END OF DEVICE POINTED UPHILL TO PREVENT END-AROUND FLOW 5' AT LOW END OF DEVICE POINTED DOWNHILL TO PREVENT PONDING 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. UNDISTURBED AREA 2:1 MAX.SLOPENOTES: 1.REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF THE FILTER SOCK WHEN ACCUMULATION HAS REACHED 1/2 OF EFFECTIVE HEIGHT OF FILTER SOCK 2.SLOPES GREATER THAN 5% MAY REQUIRE ADDITIONAL STABILIZATION PRACTICE 3.FILTER SOCKS MAY BE SEEDED AT THE TIME OF INSTALLATION SILT SOCK AS DIVERSION DIKE - PLAN NTSFLOW 4" MINIMUM FREEBOARD MAX. WATER LEVEL 12" DIAMETER FILTER SOCK (OTHER SIZES AS APPROVED BY THE ENGINEER) 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. 2:1 MAX. S L O P E SILT SOCK AS DIVERSION DIKE - SECTION NTS NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-ESD.dwg LAYOUT: L2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN EROSION & SEDIMENT CONTROL DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 63 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESD.dwg, L2, 4/12/2024 2:46:48 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHES RATES:NOTES:PER ACRE PER 1000 SQ. FT. STRAW OR HAY 1-1/2 - 2 TONS (MINIMUM 2 TONS FOR COVER) 70 - 90 LBS. FREE FROM WEEDS AND COURSE MATTER. MUST BE ANCHORED. SPREAD WITH MULCH BLOWER OR BY HAND. FIBER MULCH MINIMUM 1500 LBS.35 LBS. DO NOT USE MULCH FOR WINTER COVER OR DURING HOT, DRY PERIODS.* APPLY AS SLURRY. CORN STALKS 4 - 6 TONS 185 - 275 LBS. CUT OR SHREDDED IN 4-6" LENGTHS. AIR-DRIED. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER OR BY HAND. WOOD CHIPS 4 - 6 TONS 185 - 275 LBS. FREE OF COURSE MATTER. AIR-DRIED. TREAT WITH 12 LBS. NITROGEN PER TON. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. BARK CHIPS OR SHREDDED BARK 50 - 70 CU. YDS.1 - 2 CU. YDS. FREE OF COURSE MATTER. AIR-DRIED. DO NOT USE IN FINE TURF AREAS. APPLY WITH MULCH BLOWER, CHIP HANDLER, OR BY HAND. * WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BE USED, APPLY AT A MINIMUM RATE OF 2000 LBS./AC. OR 45 LBS./1000 SQ. FT. SOURCE: VA. DSWC TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL - KENTUCKY 31 OR TURF-TYPE TALL FESCUE - IMPROVED PERENNIAL RYEGRASS* - KENTUCKY BLUEGRASS 200 - 250 LBS. 95 - 100% 0 - 10% 0 - 10% HIGH-MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA 125 LBS. GENERAL SLOPE (3:1 OR LESS) - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP ** 128 LBS. 2 LBS. 20 LBS. 150 LBS. LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1) - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP ** - CROWNVETCH *** 108 LBS. 2 LBS. 20 LBS. 20 LBS. 150 LBS. * PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. ** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH MAY 16TH THROUGH AUGUST 15TH AUGUST 16TH THROUGH SEPTEMBER, OCTOBER NOVEMBER THROUGH FEBRUARY ANNUAL RYE FOXTAIL MILLET ANNUAL RYE WINTER RYE *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW-MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS/ ACRE IN MIXES. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS. /ACRE) SEPT 1 - FEB 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & CEREAL (WINTER) RYE SECALE CEREALE 50-100 FEB 16 - APR 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM)60 - 100 MAY 1 - AUG 31 GERMAN MILLET (SETARIA ITALICA)50 SOURCE: VA. DSWC SEDIMENT TRAP DESIGN SUMMARY (POST DEVELOPMENT) TRAP NO. DRAINAGE AREA* (AC) WET STORAGE REQUIRED (CY) WET STORAGE PROVIDED (CY) WET STORAGE ELEV DRY STORAGE VOL REQ'D (CY) DRY STORAGE PROVIDED (CY) DRY STORAGE ELEV OUTLET LENGTH (FT)DAM HEIGHT DAM TOP WIDTH (MIN) BOTTOM ELEV DAM TOP ELEV DIMENSIONS BAFFLE(S) REQUIRED 1 1.3 201 202 715.7 201 201 717 18 4 2.5 714.0 718 36' x 80'NO 2 1.9 201 202 717.7 201 201 719 18 4 2.5 716.0 720 36' x 80'NO 3 2.8 201 202 717.7 201 201 719 18 4 2.5 716.0 720 36' x 80'NO 4 1.7 201 202 717.7 201 201 719 18 4 2.5 716.0 720 36' x 80'NO 5 2.9 201 202 716.7 201 201 718 18 4 2.5 715.0 719 36' x 80'NO 6 2.2 201 202 714.7 201 201 716 18 4 2.5 713.0 717 36' x 80'NO 7 2.2 201 202 715.7 201 201 717 18 4 2.5 714.0 718 36' x 80'NO 8 2.9 201 202 710.7 201 201 712 18 4 2.5 709.0 713 36' x 80'NO 9 2.5 201 202 707.7 201 201 709 18 4 2.5 706.0 710 36' x 80'NO 10 1.6 201 202 704.7 201 201 706 18 4 2.5 703.0 707 36' x 80'NO 11 2.3 201 202 703.7 201 201 705 18 4 2.5 702.0 706 36' x 80'NO 12 2.8 201 202 700.7 201 201 702 18 4 2.5 699.0 703 36' x 80'NO 13 2.6 201 202 696.7 201 201 698 18 4 2.5 695.0 699 36' x 80'NO 14 1.6 201 202 694.7 201 201 696 18 4 2.5 693.0 697 36' x 80'NO 15 1.8 201 202 693.7 201 201 695 18 4 2.5 692.0 696 36' x 80'NO 16 1.1 201 202 693.7 201 201 695 18 4 2.5 692.0 696 36' x 80'NO 17 2.1 201 202 693.7 201 201 695 18 4 2.5 692.0 696 36' x 80'NO *NOTE: ALTHOUGH ACTUAL DRAINAGE AREAS VARY, EACH OF THE SEDIMENT TRAPS 1-17 WERE DESIGNED FOR THE MAXIMUM ALLOWABLE DRAINAGE AREA (3 ACRES) NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-ESD.dwg LAYOUT: L3DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN EROSION & SEDIMENT CONTROL DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 64 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-ESD.dwg, L3, 4/12/2024 2:46:53 PM, PWise CHANNEL 5 SECTION @ STATION 22+00 NTS 10'20'12'50' 99' PROPOSED GROUNDEXISTING GROUND CHANNEL 2 SECTION @ STATION 16+50 NTS 21'3.5' 30' 56' PROPOSED GROUNDEXISTING GROUND TAXIWAY 35'1.5" 1.5" TAXIWAY SAFETY AREA 118' WIDE 1.5% 5% 5% SHOULDER 10'SHOULDER 10' PROPOSED GROUND EXISTING GROUND RUNWAY SAFETY AREA 250' TAXIWAY "A" SECTION 1 TYPICAL SECTION NTS RUNWAY OBJECT FREE AREA CLEARANCE 39.5' PRIMARY SURFACE PRIMARY SURFACE 500' RUNWAY CENTERLINE CHANNEL 1 SECTION @ STATION 24+50 NTS EXISTING GROUND PROPOSED GROUND 10'20'50' CHANNEL 4 SECTION @ STATION 13+00 NTS EXISTING GROUND PROPOSED GROUND 10'20'14'50' 106' 60 1 21 1 12 1 10 1 1 50 90 1 16 1 7 1 10 1 50 1 9 1 16 1 50 1 20 1 4 1 4 1 8 1 4 1 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-TYP.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN TYPICAL SECTIONS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 65 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINCHANNEL CENTERLINE CHANNEL CENTERLINE CHANNEL CENTERLINE CHANNEL CENTERLINE EXISTING TAXIWAY C:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-TYP.dwg, L1, 4/12/2024 2:47:23 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 6" 4" 5% M A X . 10" P-209 CRUSHED AGGREGATE BASE COURSE 12" P-304 CEMENT-TREATED BASE COURSE ASPHALT PAVEMENT SECTION NTS COMPACTED SUBGRADE. SEE ITEM P-152 FOR REQUIREMENTS.PROPOSEDPAVEMENT EDGE1.5" STEP OUT LOWER LIFTS BY 3 INCHES FOR EACH SUBSEQUENT LIFT 12" (PAY LIMIT) (PAY LIMIT) NOTES: 1.PLACE TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACE COURSE. SEE "TACK COAT APPLICATION RATES" TABLE AND ITEM P-603 OF THE SPECIFICATIONS. 2.IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUT THE SUBGRADE TO REMOVE SOFT OR YIELDING MATERIAL. 3.REFERENCE IS DIRECTED TO THE SPECIAL PROVISIONS OF THE SPECIFICATIONS 4.CURING COMPOUND SHALL BE AS SPECIFIED IN ITEM P-304-2.7 AND ITEM P-304-5.10 OF THE SPECIFICATIONS. NOTE 2 P-401 ASPHALT SURFACE COURSE NOTE 1 CURING COMPOUND (NOTE 4) TACK COAT APPLICATION RATES SURFACE TYPE RESIDUAL RATE, GAL/SY EMULSION APPLICATION BAR RATE, GAL/SY NEW ASPHALT 0.02 - 0.05 0.03 - 0.07 EXISTING ASPHALT 0.04 - 0.07 0.06 - 0.11 MILLED SURFACE 0.04 - 0.08 0.06 - 0.12 NOTE: 1. REFERENCE IS DIRECTED TO ITEM P-603 OF THE SPECIFICATIONS FOR ADDITIONAL DETAILS. APRON PAVEMENT TIE-IN DETAIL NTS 12" EXISTING CEMENT TREATED BASE EXISTING SURFACE COURSE TAXIWAY A CONNECTOR PAVEMENT TIE-IN DETAIL NTS EDGE OF PAVEMENT AS SHOWN ON PLANS REMOVE AND REPLACE EXISTING SURFACE NEAT SAW CUT (NO SEPARATE PAY ITEM) P-603 TACK COAT PROPOSED ASPHALT SURFACE COURSE 12" PROPOSED P-304 COURSEEXISTING CEMENT TREATED BASE EXISTING SURFACE COURSE EDGE OF PAVEMENT AS SHOWN ON PLANS REMOVE AND REPLACE EXISTING SURFACE NEAT SAW CUT (NO SEPARATE PAY ITEM) P-603 TACK COAT PROPOSED ASPHALT SURFACE COURSE EXISTING ASPHALT COURSE PROPOSED P-304 COURSE NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-PVD.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN PAVEMENT DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 66 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-PVD.dwg, L1, 4/12/2024 2:47:49 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-DRD.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 67 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRD.dwg, L1, 4/12/2024 2:48:20 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-DRD.dwg LAYOUT: L2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 68 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRD.dwg, L2, 4/12/2024 2:48:41 PM, PWise 6" EXISTING GROUND "D"MIN TYP "D"/2 MIN 12" COMPACTED P-209 CRUSHED AGGREGATE BASE COURSE SELECT BACKFILL MINIMUM CBR 10, COMPACTED IN ACCORDANCE WITH P-152 NOTES: 1.D = OUTSIDE PIPE DIAMETER. 2.OFF-SITE BACKFILL MATERIAL MAY BE NECESSARY TO OBTAIN COMPACTION. SELECT MATERIAL SHALL BE INCIDENTAL TO PRICE OF PIPE. CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAIL NTS 8" NOTES: 1.CLEANOUTS TO BE ON 100' CC MAX SPACING, BENDS, OR AS SHOWN ON THE PLANS. 2.THE COST OF THE CLEANOUTS IS TO BE INCLUDED IN THE LINEAR FOOT PRICE FOR THE UNDERDRAIN. TOP VIEW VARIES 24" 24" UNDERDRAIN CLEANOUT DETAIL NTS PROVIDE 24" SQUARE 8" THICK CONCRETE COLLAR, 3000 PSI CONCRETE (NO PAY ITEM) CAST IRON VALVE BOX LID, LABEL "CO" CAST IRON VALVE BOX TOP SECTION SUBDRAIN CAP 45° OR AS PROVIDED BY MANUFACTURER DIRECTION OF FLOW 6" PERFORATED PVC PIPE 6" 18"24"NOTES: 1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS AS ORDERED BY THE ENGINEER. 2. PIPE ENDS SHALL BE COVERED WITH 3/4" x 3/4" MESH, 17 GAUGE, GALVANIZED HARDWARE CLOTH, SECURELY FASTENED. 3.PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F758, TYPE PS-28. 4.PERFORATIONS SHALL BE IN ACCORDANCE WITH ASTM F758, "STANDARD SPECIFICATION FOR SMOOTHWALL POLY (VINYL CHLORIDE) (PVC) PLASTIC UNDERDRAIN SYSTEMS FOR HIGHWAY, AIRPORT, AND SIMILAR DRAINAGE." 5.NO. 57 OPEN GRADED AGGREGATE IS INCIDENTAL TO THE UNDERDRAIN INSTALLATION AND SHALL NOT BE MEASURED SEPARATELY. UNDERDRAIN DETAIL NTS 4 OZ. NON-WOVEN FILTER FABRIC. OVERLAP 18" OPEN GRADED AGGREGATE (NO. 57) PERFORATED PVC TYPE PS-28 PREVIOUS SITE PLAN REFERENCE NO. #05-23 12" (TYP) 6" MIN NOTES: 1.UNLESS OTHERWISE NOTED ALL MANHOLES AND DROP INLETS IN PAVED AREAS SHALL BE ROUND STRUCTURES. 2.CONSTRUCTION AND STEEL REINFORCING SHALL BE IN CONFORMANCE WITH ASTM C478 REQUIREMENTS. 3.CONCRETE SHALL BE 4000 PSI MINIMUM. 4.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DESIGNS (INCLUDING STRUCTURAL CALCULATIONS AND ASSUMPTIONS) SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FOR BASES, RISERS, AND TOP SLABS. THE SHOP DRAWING FOR EACH STRUCTURE SHALL BE COMPLETE WITH BASE, RISER(S), TOP SLAB, FRAME AND GRATE(S), STEPS, REINFORCING, ETC. PRIOR TO SUBMITTAL. SEALED SHOP DRAWING OF STRUCTURE SHALL INCLUDE OR SHOW, AS A MINIMUM: ·STEEL REINFORCEMENT SIZES AND SPACING ·CONCRETE WALL, BASE AND TOP SLAB THICKNESS ·ROUGH PIPE OPENINGS AND THEIR INVERTS ·FINISHED FLOW LINE INVERTS ·STEP LOCATION WITH RESPECT TO LID OR GRATE ·CERTIFICATION THAT STRUCTURE MEETS ASTM C478 REQUIREMENTS ·DESIGN LOADING: 100,000 LB DUAL WHEEL, 150 PSI TIRE PRESSURE 5.CONCRETE BASE SLAB SHALL BE INCIDENTAL TO STRUCTURE. CONCRETE BASE SLAB SHALL BE SIZED AS REQUIRED FOR SOIL BEARING PRESSURE OF 3000 PSI. 6.ALL MANHOLE FRAMES SHALL BE CAST INTO SLABTOPS. 7.THE CONTRACTOR SHALL PROVIDE GASKETED (ASTM C443) JOINTS FOR ALL CONCRETE STRUCTURES INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS EXCEPT FOR STRUCTURES SPECIFIED WITH FALSE BOTTOMS. NO SEPARATE MEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS. AIRCRAFT RATED MANHOLE AND DROP INLET DETAIL NTS PROVIDE FLAT SLAB TOP FOR INLETS WITH 1% SLOPE FROM OUTER EDGE TO GRATE. FRAME AND GRATE SHALL BE NEENAH R-3475-E, USF 4135.6230, OR APPROVED HYDRAULIC EQUIVALENT. OPENING AS REQ'D. 3" WEEP HOLES WITH FABRIC COVERS (4 PER MANHOLE) FULL SIZE RISER TO TOP OPENING(S) AS REQ'D 12" COMPACTED DENSE GRADED AGGREGATE BASE (NO SEPARATE PAY ITEM) STEPS AS REQD. (ADJUST GRATE OR LID LOCATION AS NEEDED FOR ACCESS TO STEPS) AS REQUIRED 6" "D"MIN TYP "D"/2 MIN 12" NOTES: 1.D = OUTSIDE PIPE DIAMETER. 2.P-209 COMPACTED CRUSHED AGGREGATE BASE COURSE PIPE BEDDING AND BACKFILL SHALL BE INCIDENTAL TO THE COST OF THE PIPE. CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAIL (UNDER PROPOSED PAVEMENT) NTS COMPACTED P-209 CRUSHED AGGREGATE BASE COURSE PROPOSED PAVEMENT PROPOSED PLAN SUBBASE EXISTING NORTH GA STORMWATER MANAGEMENT BASIN OUTLET STRUCTURE DETAIL NTS 1/2" STEEL PLATE 3" PVC ELBOW TURNED UPWARD E106 INSIDE WALL E106 INSIDE CURB INLET TOP 1/2" DIA. MOUNTING BOLT (TYP)18" 30" 15" BY 20" FREE OPENING EXISTING FREE OPENING 48" 3" PVC CAP WITH A DRILLED 2.3" HOLE. INV OUT = 686.00± EXISTING 3" PVC INV OUT = 684.3± 1/2" STEEL PLATE REDUCED ORIFICE OPENING INV: 666.6± EXISTING 8" ORIFICE INV: 666± 6.57" 10'681.70 100 YEAR ELEV 679.58 10 YEAR ELEV 678.09 2 YEAR ELEV 674.75 EMERGENCY SPILLWAY ELEV 679.07 30LF 15" RCP CLASS III SLOPE + -1.0% W/VALVE INV OUT = 666.6± 30LF 8" PVC SCH 40 SLOPE = 2.0% FINER GRADED EMBANKMENT MATERIAL IN DAM CORE (MAX PARTICLE SIZE = 4") 84LF 48" RCP CLASS III SLOPE = 0.5% CLOW F=3000 SHEAR VALVE CUTOFF WALL4:14:11:11:1EXISTING SOUTH AIRPORT STORMWATER MANAGEMENT BASIN OUTLET DETAIL NTS STEEL PLATE TO REDUCE EXISTING 8" ORIFICE. SEE "E165 ORIFICE MODIFICATION DETAIL". INV ELEV=666.6±. INSTALL 6" FACE BLOCK. INV ELEV 674.55 E165 ORIFICE MODIFICATION DETAIL NTS NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-DRD.dwg LAYOUT: L3DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 69 87 1" = 30'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRD.dwg, L3, 4/12/2024 2:48:48 PM, PWise SCALE: 1"=60'06060120FEETNLEGENDEXISTING DOUBLE-SWING GATEPROPOSED DOUBLE-SWING GATEFENCE GATE NUMBERFENCE SIGN NUMBEREXISTING FENCEPROPOSED FENCETEMPORARY FENCEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAPROPOSED TAXILANE OBJECT FREE AREAPROPOSED TAXILANE SAFETY AREAPROPOSED TAXIWAY OBJECT FREE AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED CONSTRUCTION81XXTFROFARSATLOFATLSATOFATSANOTES1.ALL STATIONS AND OFFSETS GIVEN WITH RESPECT TO BASELINE"RW" (RUNWAY 14-32 CENTERLINE) UNLESS OTHERWISE NOTED.NOTES HERE:2.CONTRACTOR SHALL MARK PROPERTY LINE AND STAKE FENCEALIGNMENT PRIOR TO INSTALLATION.3.CONTRACTOR SHALL MARK ALL UTILITIES ALONG BUFFLICK ROADWITHIN VICINITY OF PROPOSED FENCE INSTALLATION.SHEET INDEX70PREVIOUS SITE PLAN REFERENCE NO. #05-23XX X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXTFTFTFTFTFTFTFTFTOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATOFATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSATSA6+337+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00TLOFATLOFATLOFATLOFATLSATLSATLSATLSATLSAXFHFHFH9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+00BUFFLICK ROADRUNWAY 14-32 (BL "RW")1918TAXIWAY "A" (BL "A")PRIMARY SURFACEFIELD LOCATE PROPOSEDGATE. COORDINATELOCATION WITH AIRPORT.2' (TYP)2' (TYP)2' (TYP)2' (TYP)INSTALL CORNER POSTAND TIE TO EXISTINGFENCE AS ORDERED BYENGINEERINSTALL CORNER POSTAND TIE TO EXISTINGFENCE AS ORDERED BYENGINEERSUFFICIENT PROPERTY INTEREST TOCOMPLETE THIS PROJECT TO BEACQUIRED BY THE OWNER PRIOR TOTHE PROJECT. COORDINATE WITH THEOWNER TO MARK THE ALLOWABLE LODON THIS PARCEL PRIOR TOCOMMENCING THE WORK.FIELD LOCATE PROPOSEDNEW LOCATION FOR NEWGATE 19 WITH THE AIRPORTCONSULTANTS, INC.XREFS: 22026-site-plan-ex.dwg; 22026-site-geom-pro.dwg; 22026-site-skey.dwg IMAGES:DRAWING: 22026-SITE-FEN.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:AIP NO.OFw w w . d e l t a a i r p o r t . c o m3544 North Progress Avenue, Suite 200Harrisburg, Pennsylvania 17110phone: (717) 652-8700 fax: (717) 652-8371RELOCATE PARALLEL TAXIWAY - SITE PLANFENCING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-044-202322026PJWADS / JQBAPRIL 20247087 1" = 60'NO.REVISIONSBYAPP.DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 039519ADAM D. SWITZEROTELAFOHVIAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-FEN.dwg, L1, 4/12/2024 2:49:21 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 1-1/4" RED LETTERING 1" TYP 17" 17-1/2" 18" 1/4" TYP 1/4" TYP R = 1/4" R = 1/2" 1" TYP 11" 11-1/2" 12" 2" RED LETTERING 4" RED LETTERING 1/2" SPACING (TYP) AIRPORT TRESPASSING VIOLATORS WILL BE PROSECUTED PROPERTY NO NOTE: 1.SIGNS SHALL HAVE RED LETTERING ON A RETROREFLECTIVE WHITE BACKGROUND. 2.MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH STATE DOT/HIGHWAY STANDARDS. AIRPORT PROPERTY SIGN NTS 1/4" DIA HOLE (TYP OF 4) RED BORDER 12" (END, CORNER, BRACE OR GATE POST) 6" MIN END OR CORNER POST 36" MIN LINE POST 10" BRACE POST 10' TYP10' MAX x xxxx xxx x x xxx x x x xxxxx x x x xx x x x x xx x 8' x xxxxx x xx x x x x xx x x x xxxxx xxx x x xxx x x x x x xxxxxxSEE "FENCE GROUNDING DETAIL". SEE FENCE POST FOOTING DETAIL. NOTES: 1.A MOISTURE-EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS. TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. 2.FENCE HEIGHT SHALL BE EITHER 8' OR 12' AS NOTED ON THE PLANS. CHAIN LINK FENCE DETAIL NTS ATTACH FENCE FABRIC TO TENSION WIRE WITH HOG-RINGS APPROXIMATELY 24" OC TENSION WIRE NO. 7 GAUGE GALVANIZED COIL SPRING WIRE STRETCHED TAUT (TYP TOP AND BOTTOM) 1-5/8" MIN BRACE HEIGHT OF BRACE IN ACCORDANCE WITH MFG SPECIFICATIONS 3 STRANDS BARBED WIRE TOP AND BOTTOM SELVAGE TO BE BARBED ATTACH FENCE FABRIC TO POST WITH HOG-RINGS APPROXIMATELY 24" OC GROUND LINE 2,500 PSI MIN CONCRETE NO. 11 GAUGE 1" BEVELED GALVANIZED STEEL BAND WITH BOLT AND NUT 3" MIN OD END POST 3/8" MIN ROUND ROD WITH TURNBUCKLE 2 1/2" OD POST 12" (END, CORNER, BRACE OR GATE POST) 2,500 PSI MIN CONCRETE 12" 18" 12" TYP 14' 6" MIN 36" MIN 8' 2" OD CIRCULAR 3/8" MIN ROUND ROD 4" GAP MAX 4" MIN OD METAL GATE POST (TYP) 2" MIN OD INSTALL PL 152 LATCH BY INTERNATIONAL SECURITY PRODUCTS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DOUBLE SWING GATE DETAIL NTSxxxxxxxxxxxxxxx6" MIN (3) SPLIT BOLT CONNECTORS #6 BARE COPPER CLAMP TO STRETCHER BAR #6 BARE COPPER. LOCATE CLOSE TO FENCE TO PREVENT CUTTING BY MOWING. 3/4" x 8' GROUND ROD COPPER CLAD (SEE NOTE 1) CLAMP CONNECTION TO GROUND ROD GROUND CONNECTORS NOTE: 1.GROUNDING RODS SHALL BE 3/4" x 10' IN THE VICINITY OF ALL ELECTRICAL EQUIPMENT. FENCE GROUNDING DETAIL NTS FENCE SIGN NOTES: 1.SIGNS SHALL HAVE BLACK OR RED LETTERS ON A WHITE ENCLOSED LENS TYPE REFLECTIVE BACKGROUND. THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER, AND STANDARD SERIES "B", "C", OR "D" LETTERS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, 2018, UNLESS OTHERWISE NOTED, ALL SIGN MATERIALS SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION / HIGHWAY SPECIFICATIONS. 2.AIRPORT PROPERTY SIGNS (SIGN NO.1) SHALL BE INSTALLED ALONG ALL NEW FENCE AND SET ON THE PUBLIC SIDE. THE SIGNS SHALL BE INSTALLED AT A MAXIMUM SPACING OF 100 FEET (PUBLIC AREAS) AND 300 FEET (REMOTE AREAS) WITH AT LEAST ONE SIGN ON EACH MAJOR FACE. SIGN LOCATIONS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND COORDINATED WITH THE ENGINEER PRIOR TO INSTALLATION. 3.AN INDIVIDUAL GATE NUMBER WILL BE ASSIGNED TO EACH GATE. SIGN NO. 3 SHALL BE INSTALLED ON EACH GATE WITH ITS ASSIGNED NUMBER. VERIFY GATE NUMBERS IN WRITING FROM OWNER PRIOR TO ORDERING SIGNS. 4.INDIVIDUAL GATE NUMBER SIGNS (SIGN NO.3) SHALL BE MOUNTED ON THE UPPER RIGHT-HAND CORNER, ON THE PUBLIC SIDE. 5.ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC AND MOUNTED APPROXIMATELY 48 INCHES ABOVE GRADE TO THE BOTTOM OF THE SIGN. 6.SIGNS SHALL BE MOUNTED TO THE FENCE USING APPROVED SIGN MOUNTING BRACKETS OR HARDWARE. THE USE OF WIRE TIRES SHALL NOT BE PERMITTED. 7.THE FOLLOWING GENERAL GUIDELINES SHALL BE USED FOR THE INSTALLATION OF ALL AIRPORT PROPERTY SIGNS (SIGN NO. 1): a.PUBLIC AND ROAD AREAS: 100 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACH MAJOR FACE. b.REMOTE AREA: 300 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACH MAJOR FACE. FENCING SIGN SCHEDULE SIGN #DESCRIPTION LETTER SIZE SERIES LETTERS SIZE COMMENTS AIRPORT PROPERTY NO TRESPASSING SEE DETAIL SEE DETAIL SEE DETAIL SEE NOTE 1 AUTHORIZED PERSONS ONLY AFTER PASSING CONFIRM GATE CLOSURE 2 1-1/2 1-1/2 B C C 36" x 12"MOUNT ON PUBLIC SIDE (GATE NO.)2 C 6" x 6"SEE NOTES 2-5 EXIT AFTER PASSING CONFIRM GATE CLOSURE 2 1-1/2 1-1/2 D C C 24" x 12"MOUNT ON SECURE SIDE 1 2 3 4 BACKFILL MATERIAL IN 6" LIFTS AND COMPACT WITH HAND TAMPER VARIES AS REQUIRED BY REMOVED FENCE POST SEED PER T-901 OR WITH TALL TURF FESCUE (INCIDENTAL TO OTHER ITEMS OF WORK) FENCE POST HOLE IN SOIL REPAIR DETAIL NTS 6" MIN 36" MIN NOTES: 1.DIAMETER OF THE CONCRETE FOOTING SHALL BE 12" FOR ALL END, CORNER, LINE BRACE OR GATE POSTS. FOR LINE POSTS THE DIAMETER SHALL BE 10". 2.ALL DIRT FROM POST HOLE EXCAVATION SHALL BE RAKED TO A SMOOTH LINE AND GRADE OR REMOVED FROM SITE. 2,500 PSI MIN CONCRETE FENCE POST FINISHED GRADE 2" CROWN SLOPE TO DRAIN FENCE POST FOOTING IN SOIL DETAIL NTS 36" MIN NOTE: 1.ALL DIRT FROM POST HOLE EXCAVATION SHALL BE RAKED TO A SMOOTH LINE AND GRADE OR REMOVED FROM SITE. FENCE POST FINISHED GRADE 2" CROWN SLOPE TO DRAIN FENCE POST FOOTING IN SOIL DETAIL (TEMPORARY FENCE ONLY) NTS NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: IMAGES:DRAWING: 22026-SITE-FND.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN FENCING NOTES & DETAILS WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 71 87 NONEPREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-FND.dwg, L1, 4/12/2024 2:50:26 PM, PWise BASELINE "TW A-Site" 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 BASELINE "TW A-Site" 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 6+50725.907+00725.147+50724.428+00723.798+50723.309+00722.45723.099+50721.69723.2510+00721.16723.4110+50720.52723.5711+00720.27723.8311+50720.14724.2412+00722.57724.7212+50723.62725.1913+00723.31725.6613+50722.66725.9914+00722.26726.1114+50720.89726.0015+00719.78725.8215+50720.22725.6416+00720.32725.4616+50720.34725.2817+00720.47725.1017+50721.07724.9118+00721.81724.7318+50722.91724.5519+00724.29724.3719+50725.72724.1920+00726.27724.0120+50726.72723.8221+00726.22723.6421+50725.00723.4622+00722.75723.2822+50721.03723.1023+00720.43722.8323+50722.40722.4724+00724.36722.110.95% -0.08%0.32%STA = 8+50.21EL = 723.03VPI STA = 10+94.24 VPI EL = 723.71 CURVE LEN = 105.00 VPC = 10+41.74VPC EL = 723.54VPT STA = 11+46.74VPT EL = 724.21VPI STA = 13+67.00 VPI EL = 726.30 CURVE LEN = 150.00 VPC = 12+92.00VPC EL = 725.59VPT STA = 14+42.00VPT EL = 726.03-0.36%STA = 22+77.00EL = 723.00-0.36%MATCHLINE THIS SHEETMATCHLINE THIS SHEETMATCHLINE SHEET 73LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 72 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L1, 4/12/2024 2:49:55 PM, PWise BASELINE "TW A-Site" 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 BASELINE "TW A-Site" 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 24+50723.85721.7525+00723.05721.3925+50722.86721.0326+00723.00720.6726+50722.63720.3127+00722.08719.9527+50722.64719.5928+00721.36719.2328+50718.67718.8729+00718.78718.5229+50718.42718.1830+00718.11717.8330+50717.86717.5131+00717.50717.3331+50717.24717.1032+00716.96716.8232+50716.71716.5233+00716.41716.2133+50716.16715.8234+00715.75715.3734+50715.27714.9435+00714.87714.5535+50714.58714.2536+00714.22714.0136+50713.88713.6437+00713.10713.1837+50712.72712.7238+00712.84712.2538+50712.18711.7839+00710.65711.3239+50709.20710.8540+00707.95710.3840+50707.73709.9241+00708.64709.4541+50708.60708.9842+00708.56708.57-0.46% -0.61% -0.37% -0.69% -0.72%STA = 28+41.59EL = 718.93STA = 30+42.25EL = 717.54STA = 30+97.92EL = 717.34STA = 31+71.13EL = 717.00STA = 33+19.46EL = 716.10-0.78% -0.41% -0.90% -0.93%STA = 34+40.34EL = 715.01STA = 35+24.03EL = 714.36VPI STA = 42+29.61 VPI EL = 708.24 CURVE LEN = 150.00 VPC = 41+54.61VPC EL = 708.94VPI STA = 36+13.95 VPI EL = 713.99 CURVE LEN = 100.00 VPC = 35+63.95VPC EL = 714.19VPT STA = 36+63.95VPT EL = 713.52TW C INTERSECTION TL T2 INTERSECTION TL T1 INTERSECTION TW C1 INTERSECTION MATCHLINE THIS SHEETMATCHLINE THIS SHEETMATCHLINE SHEET 72MATCHLINE SHEET 74LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 73 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L2, 4/12/2024 2:49:57 PM, PWise BASELINE "TW A-Site" 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 BASELINE "TW A-Site" 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 42+50708.64708.3143+00708.73708.1943+50707.64708.1544+00707.95708.1244+50707.66708.0845+00707.29708.0545+50707.18707.9646+00706.92707.6246+50706.45707.0947+00706.46706.5447+50705.19706.0048+00705.00705.4548+50706.20704.9249+00705.70704.4249+50705.23703.9150+00704.81703.4150+50704.66703.0851+00704.56702.9951+50704.35702.9852+00704.41702.9152+50704.11702.7853+00703.53702.6553+50702.97702.5154+00702.46702.3854+50701.85702.2555+00701.68702.1255+50701.68701.9956+00700.82701.8556+50699.92701.7257+00699.26701.5957+50698.74701.4658+00698.74701.3358+50698.68701.1959+00698.29701.0659+50698.54700.9360+00699.40700.80-0.01% -0.07% -1.01% -1.09%STA = 48+23.19EL = 705.20VPI STA = 42+29.61 VPI EL = 708.24 CURVE LEN = 150.00 VPT STA = 43+04.61VPT EL = 708.19VPI STA = 50+39.99 VPI EL = 703.00 CURVE LEN = 100.00 VPC = 49+89.99VPC EL = 703.51VPT STA = 50+89.99VPT EL = 702.99VPI STA = 45+67.00 VPI EL = 708.00 CURVE LEN = 100.00 VPC = 45+17.00VPC EL = 708.04VPT STA = 46+17.00VPT EL = 707.45-0.26%STA = 51+72.97EL = 702.98TW C2 INTERSECTION TW D INTERSECTION MATCHLINE THIS SHEETMATCHLINE SHEET 75MATCHLINE THIS SHEETMATCHLINE SHEET 73LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L3DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 74 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L3, 4/12/2024 2:49:58 PM, PWise BASELINE "TW A-Site" 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 60+50700.52700.6761+00699.47700.5361+50702.80700.4062+00703.35700.2762+50702.73700.1463+00695.34700.0163+50695.54699.8764+00695.28699.7464+50694.91699.6165+00696.87699.2565+50697.1366+00696.9766+50695.9267+00694.1267+50693.5668+00692.7168+50692.1469+00691.57-1.25%STA = 64+76.99EL = 699.54STA = 65+39.63EL = 698.76TL F INTERSECTIONMATCHLINE SHEET 74LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L4DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 75 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L4, 4/12/2024 2:50:00 PM, PWise BASELINE "TW D" 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 BASELINE "TW C" 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 10+00715.9210+50715.3811+00714.93714.9611+50714.65714.8012+00714.53714.7912+50714.80714.9113+00715.14715.1713+50715.41715.4914+00716.15715.8014+50716.5615+00717.0515+50 0.30% -0.47% 0.63%STA = 10+93.63EL = 714.99STA = 14+00.00EL = 715.80STA = 14+03.88EL = 715.82VPI STA = 11+94.84 VPI EL = 714.51 CURVE LEN = 200.00 VPC = 10+94.84VPC EL = 714.98VPT STA = 12+94.84VPT EL = 715.14LP STA = 11+80.36LP EL = 714.781.04% 0.04%STA = 12+00.00EL = 703.96STA = 14+00.00EL = 704.94VPI STA = 13+10.00 VPI EL = 704.00 CURVE LEN = 155.62 VPC = 12+32.19VPC EL = 703.97VPT STA = 13+87.81VPT EL = 704.8110+00705.5910+50705.0411+00704.5411+50704.1412+00703.96703.9612+50704.07703.9913+00704.52704.1413+50705.35704.4614+00 RELOCATED TW CENTERLINE MATCHLINE SHEET 75LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L5DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 76 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L5, 4/12/2024 2:50:58 PM, PWise BASELINE "TW A2" 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 BASELINE "TL F" 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 0.05%1.41% 0.94%STA = 10+95.77EL = 700.63STA = 11+99.95EL = 701.6710+00699.0410+50699.7111+00700.41700.6311+50701.15701.2012+00 0.29% -0.78%STA = 0+00.00EL = 700.79STA = 4+00.00EL = 699.49VPI STA = 2+30.00 VPI EL = 699.00 CURVE LEN = 110.00 VPC = 1+75.00VPC EL = 699.43VPT STA = 2+85.00VPT EL = 699.16LP STA = 2+55.28LP EL = 699.120+00700.790+50700.04700.401+00699.18700.011+50698.47699.622+00697.78699.262+50697.06699.123+00696.44699.203+50695.66699.354+00 BASELINE "TW E" 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 0.70% -0.73%STA = 10+07.07EL = 700.93STA = 14+00.00EL = 699.91VPI STA = 12+70.70 VPI EL = 699.00 CURVE LEN = 150.00 VPC = 11+95.70VPC EL = 699.55VPT STA = 13+45.70VPT EL = 699.53LP STA = 12+72.28LP EL = 699.2710+00701.0210+50700.34700.6211+00698.53700.2511+50696.88699.8912+00694.92699.5212+50695.78699.2913+00697.26699.3113+50696.76699.5614+00695.43699.91LEGEND EXISTING GRADE PROPOSED GRADE PREVIOUS SITE PLAN REFERENCE NO. #05-23 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles.dwg IMAGES:DRAWING: 22026-SITE-CLP.dwg LAYOUT: L6DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CENTERLINE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 77 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-CLP.dwg, L6, 4/12/2024 2:51:00 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 BASELINE D103-D104 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 BASELINE D101-D102 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 BASELINE D108-D109 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 BASELINE D110-D111-E112 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 9+50719.00718.1510+00717.40716.8110+50716.90717.5531 LF 30" RCP, CLASS V @ SLOPE= 2.00% D104 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 718.05 30" INV IN = 713.78 30" INV OUT = 711.1± 9+50725.67728.0410+00723.20717.6110+50720.77724.8411+00719.99725.1111+50718.39722.2312+00718.89716.4312+50 192 LF 24" RCP , C L A S S V @ SLOPE= 1.0 1 % D102 VDOT STD ES-1 FLARED END SECTION 24" INV IN = 714.72 D101 VDOT STD EW-1 ENDWALL 24" INV OUT = 716.65 9+50725.11720.7610+00723.63717.9610+50722.78721.1211+00720.42719.5711+50720.90717.6212+00719.54716.12142 LF 18" R C P , C L A S S V @ SLOPE= 1 . 4 1 % D110 VDOT STD ES-1 FLARED END SECTION 18" WITH 12" ORIFICE PLATE 12" INV OUT = 715.80 9+50720.53717.0010+00717.63716.8910+50718.3511+00718.5711+50719.34D108 VDOT STD EW-1 ENDWALL 30" INV OUT = 716.55 165 LF 30" RCP, CLASS V @ SLOPE= 0.73% D109 VDOT STD ES-1 FLARED END SECTION 30" INV IN = 715.35 LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE (10-YEAR STORM) PROPOSED PIPE PROPOSED PAVEMENT BOX D111 AIRCRAFT RATED MANHOLE 48" DIAMETER RISER TOP ELEV = 718.89 18" INV IN = 713.80 18" INV OUT = 713.7± 717.65' 716.05' 716.05' 714.83' 717.8' 716.68' 716.09'714.09' D103 VDOT STD ES-1 FLARED END SECTION 30" INV OUT= 714.50 EXISTI N G 1 8 " P I P E EXISTING 30" PIPE NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: DR1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 78 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, DR1, 4/12/2024 2:51:37 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 BASELINE D502-D503 Site 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 BASELINE D122-D123-E124 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 BASELINE Pipe D116-D117 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 BASELINE D507-D509 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 9+50720.2010+00719.2010+50720.74719.0511+00719.23718.7811+50718.41716.4512+00718.91714.6312+50715.63715.53188 LF 18" RCP, CLASS V @ SLOPE= 0.96% D503 VDOT STD ES-1 FLARED END SECTION 18" INV IN = 714.00 9+50714.96710.0510+00715.15709.7610+50714.93713.9211+00714.61713.9411+50713.96709.29133 LF 2 X 36" RCP, CLASS V @ SLOPE= 0.26% D116 VDOT STD EW-6 DOUBLE ENDWALL 36" INV OUT = 709.75 (2) D117 VDOT STD EW-6 DOUBLE ENDWALL 36" INV IN = 709.41 (2) 9+50709.88706.0510+00708.65705.8010+50706.5711+00708.1142 LF 18" RCP, CLASS V @ SLOPE= 2.38% D122 VDOT STD EW-1 ENDWALL 18" INV OUT = 704.65 9+50712.90712.0210+00712.19711.6110+50709.19711.1211+00709.13710.6411+50708.06710.1512+00707.48709.6612+50707.02709.1713+00705.70708.6813+50708.50708.20328 LF 36" RCP, CLASS V @ SLOPE= 0.90% D509 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 708.48 36" INV IN = 704.65 15" INV IN = 706.00 36" INV OUT = 704.5± LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE (10-YEAR STORM) PROPOSED PIPE PROPOSED PAVEMENT BOX E507 ADJUST EXISTING AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 711.60 24" INV IN = 708.1± 30" INV IN = 708.1± 36" INV OUT = 707.60 716.37' 715.09' 711.62' 711.23' 705.58' 704.58' 710.00' 706.81' EXIS T I N G 1 8 " P I P E EXISTING 36" PIPE EXISTING 18" PIPE E502 EXISTING GRATE INLET GRATE ELEV = 719.20 18" INV IN = 715.9± 18" INV IN = 715.9± 18" INV OUT = 715.80 D123 AIRCRAFT RATED MANHOLE 48" DIAMETER RISER TOP ELEV = 707.04 18" INV IN = 703.65 18" INV OUT = 701.8± NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: DR2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 79 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, DR2, 4/12/2024 2:51:40 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 BASELINE D127-D128 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 BASELINE D510-D511-D512 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 BASELINE D511-D512 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 138 LF DOUBLE 3'X4' BOX CULVERT @ SLOPE= 0.49% D127 DOUBLE 3' X 4' BOX CULVERT INV IN = 699.40 D128 DOUBLE 3' X 4' BOX CULVERT INV OUT = 698.73 BASELINE D508-D509 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 BASELINE D516-D137 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 10+00697.58692.6610+50693.78695.7411+00697.3811+50699.189+50708.48708.4810+00706.16706.1610+50703.44703.4411+00703.48703.4811+50703.40703.4012+00703.15703.1512+50702.75702.7513+00702.25702.2513+50701.86701.8614+00702.02702.0214+50705.19705.1915+00704.61704.61404 LF 36" RCP, CLASS V @ SLOPE= 0.42% 67 LF 36" RCP , C L A S S V @ SLOPE= 1. 1 2 % D510 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 706.64 36" INV IN = 702.3± 36" INV OUT = 702.24 D513 VDOT STD ES-1 FLARED END SECTION 36" INV IN = 699.70 58 LF 36" RCP, CLASS V @ SLOPE= 2.74% D137 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 697.22 36" INV IN = 692.39 36" INV OUT = 692.1± 9+50704.59700.1510+00704.76699.6510+50704.38703.7511+00704.07702.7311+50703.57698.8512+00 D516 VDOT STD EW-1 ENDWALL 36" INV OUT = 694.00 9+50709.2510+00708.88715.7710+50708.10717.0911+00706.9811+50709.62105 LF 15" RCP, CLASS V @ SLOPE= 0.48% D509 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 708.48 36" INV IN = 704.65 15" INV IN = 706.00 36" INV OUT = 704.5± 9+50 10+00704.75704.7510+50705.82705.8211+00705.85705.8511+50 D512 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 704.38 36" INV IN = 700.55 15" INV IN = 702.00 36" INV OUT = 700.45 D508 VDOT STD ES-1 FLARED END SECTION 15" INV OUT = 706.50 142 LF 15" RCP, CLASS V @ SLOPE= 1.42% LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE (10-YEAR STORM) PROPOSED PIPE PROPOSED PAVEMENT BOX 707.21' 706.81' 702.66' 701.38' 704.73' 695.38' 694.75' 700.52'701.39' D511 VDOT STD ES-1 FLARED END SECTION 15" INV IN = 704.00 704.56' 702.66' EXISTI N G 3 6 " P I P E D512 AIRCRAFT RATED MANHOLE 60" DIAMETER RISER TOP ELEV = 704.38 36" INV IN = 700.55 15" INV IN = 702.00 36" INV OUT = 700.45 NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: DR3DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 80 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, DR3, 4/12/2024 2:51:43 PM, PWise PREVIOUS SITE PLAN REFERENCE NO. #05-23 BASELINE D141-D142 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 BASELINE D514-D515 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 BASELINE D517-D518 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 9+50701.64701.2010+00699.62700.2510+50698.43700.7911+00699.26698.0011+50698.96693.46163 LF 24" RCP , C L A S S V @ SLOPE= 1.0 4 % D514 VDOT STD DI-7 DROP INLET GRATE ELEV = 699.00 24" INV OUT = 695.20 D515 VDOT STD ES-1 FLARED END SECTION 24" INV IN = 693.50 9+50697.1410+00697.16715.7710+50697.23717.0911+00697.1311+50696.9012+00696.4512+50696.2313+00692.97296 LF DOUBLE 3' X 5' BOX CULVERT @ SLOPE= 0.30% D142 DOUBLE 3' X 5' BOX CULVERT INV OUT = 691.60 9+50694.79698.9710+00692.56697.7110+50697.39698.5211+00696.72699.0311+50695.97697.6212+00 161 LF 24" RC P , C L A S S V @ SLOPE= 1. 1 8 % D517 48" DIA AIRCRAFT RATED DROP INLET GRATE ELEV = 697.72 24" INV OUT = 693.50 D518 VDOT STD ES-1 FLARED END SECTION 24" INV IN = 691.60 D141 DOUBLE 3' X 5' BOX CULVERT INV IN = 692.50 LEGEND EXISTING GRADE PROPOSED GRADE HYDRAULIC GRADE LINE (10-YEAR STORM) PROPOSED PIPE PROPOSED PAVEMENT BOX OUTLET PROTECTION RIPRAP, CLASS AI L=60', W=30', D=2' AREA= 200 SY 696.50' 694.80' 694.27' 692.36' 694.54' 693.64' NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: DR4DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN DRAINAGE PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 81 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, DR4, 4/12/2024 2:51:45 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 1 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 BASELINE Channel 1 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 3.53% 2.63% -1.30%STA = 3+91.87EL = 716.00STA = 6+20.00EL = 722.00STA = 7+33.42EL = 726.004+00716.53716.214+50719.29717.535+00722.90718.845+50725.36720.166+00726.74721.476+50727.48723.067+00727.39724.827+50726.88725.788+00726.63725.138+50726.66724.489+00726.07723.839+50723.61723.1810+00721.90722.5210+50722.52721.8711+00723.52721.2211+50724.62720.5712+00724.13719.920.79%STA = 14+50.51EL = 716.65STA = 20+19.14EL = 721.1613+00721.64718.6113+50722.81717.9614+00722.59717.3114+50723.42716.6615+00722.86717.0415+50722.59717.4416+00723.10717.8416+50723.66718.2317+00724.46718.6317+50725.62719.0318+00726.19719.4218+50726.28719.8219+00725.48720.2219+50723.59720.6120+00722.33721.0120+50721.14720.7721+00721.17720.13-1.30% -1.28% PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE THIS SHEETMATCHLINE SHEET 83MATCHLINE THIS SHEETNO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH1DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 82 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH1, 4/12/2024 2:51:48 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 2 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 11+00 11+50721.37721.3712+00720.89720.8912+50720.47720.4713+00720.16720.1613+50719.95719.9514+00719.53719.5314+50719.21719.2115+00718.65718.6515+50718.22718.2216+00717.99717.9916+50718.13718.1317+00718.34718.3417+50718.62718.6218+00718.93718.9318+50719.27719.2719+00719.73719.73BASELINE Channel 1 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 -1.28% 0.82% 2.02%STA = 23+79.58EL = 716.56STA = 25+79.58EL = 718.20STA = 26+29.98EL = 719.2222+00724.53718.8522+50724.90718.2123+00724.76717.5823+50724.10716.9424+00723.42716.7324+50723.15717.1425+00723.32717.5525+50723.36717.9626+00721.45718.6126+50718.820.72% -1.03%STA = 11+30.00EL = 719.63STA = 16+27.37EL = 714.51PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE SHEET 82MATCHLINE SHEET 84NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH2DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 83 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH2, 4/12/2024 2:51:51 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 2 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 BASELINE Channel 2 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 29+50717.07717.0730+00716.68716.6830+50716.43716.4331+00716.07716.0731+50715.83715.8332+00715.31715.3132+50715.01715.01-0.87%STA = 32+70.00EL = 709.75-0.87%STA = 32+70.00EL = 709.750.72% -0.87% 20+00720.65717.2120+50720.85717.5721+00720.99717.9321+50721.01717.7422+00721.11717.4022+50721.03717.0723+00720.84716.7423+50720.68716.4124+00720.36716.0824+50720.18715.7525+00720.09715.4225+50719.88715.0926+00719.71715.0026+50719.54714.9327+00719.04714.5727+50718.81714.2128+00718.54713.85-0.66% -0.00% -0.72%STA = 21+10.00EL = 718.00STA = 25+63.62EL = 715.00STA = 26+40.00EL = 715.00STA = 28+00.00EL = 713.85PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE SHEET 83MATCHLINE THIS SHEETMATCHLINE THIS SHEETNO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH3DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 84 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH3, 4/12/2024 2:51:53 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 3 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 -0.78%STA = 10+00.00EL = 717.00STA = 14+61.54EL = 713.4010+00718.61717.0010+50718.36716.6111+00718.04716.2211+50717.79715.8312+00717.48715.4412+50717.31715.0513+00717.04714.6613+50716.33714.2714+00714.28713.8814+50713.54713.4915+00 BASELINE Channel 4 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 -0.73% 1.31%STA = 10+00.00EL = 709.41STA = 16+50.00EL = 704.69STA = 17+50.00EL = 706.0010+00714.14709.4110+50713.39709.0511+00712.88708.6811+50712.54708.3212+00712.12707.9612+50711.68707.5913+00711.31707.2313+50710.93706.8714+00710.58706.5114+50710.21706.1415+00709.89705.7815+50709.64705.4216+00709.47705.0516+50709.02704.6917+00708.66705.3417+50708.33706.0018+00708.01705.48-1.04% PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE SHEET 86NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH4DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 85 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH4, 4/12/2024 2:51:56 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 4 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 -1.04%STA = 23+70.00EL = 699.5319+00707.38704.4319+50707.03703.9120+00706.55703.3920+50706.30702.8721+00705.95702.3521+50705.65701.8322+00705.38701.3022+50705.04700.7823+00704.67700.2623+50704.68699.7424+00 BASELINE Channel 5 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 685 690 695 700 705 10+00703.70698.7310+50703.10698.4711+00702.78698.2111+50702.53697.9612+00702.19697.7012+50701.96697.4513+00701.79697.1913+50701.49696.9314+00701.17696.6814+50700.61696.3915+00700.30696.0715+50700.01695.7416+00699.65695.4216+50699.44695.1017+00699.19694.7717+50699.04694.4518+00698.79694.13-0.51% -0.65%STA = 10+00.00EL = 698.73STA = 14+25.00EL = 696.55PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE SHEET 85MATCHLINE SHEET 87NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH5DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 86 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH5, 4/12/2024 2:51:58 PM, PWise LEGEND EXISTING GRADE PROPOSED GRADE BASELINE Channel 5 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 19+00698.38693.4819+50698.35693.1620+00698.34693.1520+50698.36693.4521+00698.42693.7521+50698.32693.9422+00698.09693.5822+50697.84693.2223+00697.52692.8623+50697.14692.500.60%-0.72%STA = 19+75.00EL = 693.00STA = 21+41.49EL = 694.00STA = 23+50.00EL = 692.50-0.65% PREVIOUS SITE PLAN REFERENCE NO. #05-23MATCHLINE SHEET 86NO.REVISIONS BY APP.DATE CONSULTANTS, INC.XREFS: 22026-site-profiles-drainage.dwg IMAGES:DRAWING: 22026-SITE-DRP.dwg LAYOUT: CH6DELTA AIRPORT JOB NO. SHEET DATE:SCALE: DESIGNED BY: DRAWN BY: AIP NO. OF w w w . d e l t a a i r p o r t . c o m 3544 North Progress Avenue, Suite 200 Harrisburg, Pennsylvania 17110 phone: (717) 652-8700 fax: (717) 652-8371 RELOCATE PARALLEL TAXIWAY - SITE PLAN CHANNEL PROFILES WINCHESTER REGIONAL AIRPORT 3-51-0059-044-2023 22026 PJW ADS / JQB APRIL 2024 87 87 HORIZ: 1" = 30' VERT: 1" = 3'PREERAN SS E FO OI L E NIGNRGOMMCIWN Lic. No. 039519 ADAM D. SWITZEROTELAFOH V IAINC:\Users\pwise\DC\ACCDocs\DAC\22026\Project Files\Site Plan\22026-SITE-DRP.dwg, CH6, 4/12/2024 2:52:00 PM, PWise