HomeMy WebLinkAbout41-20 Site PlanWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIARECONSTRUCT TERMINAL APRONVICINITY MAPDRIVESKYLINE33REGIONALAIRPORT81340WINCHESTERROYALFRONT29CULPEPER1766WARRENTON17665029LEESBURGMARTINSBURGW. VA.5052234081MD.LIGHTING: AIRFIELD APRON LIGHTING INSTALLATIONOUTDOOR STORAGE: N/ATRASH RECEPTACLES: N/ASIGNS: NONEFLOOR AREA RATIO: N/APARKING: N/ALANDSCAPING: N/ASHAWNEE MAGISTERIAL DISTRICTOWNER/DEVELOPER:WINCHESTER REGIONAL AIRPORT AUTHORITY491 AIRPORT ROADWINCHESTER, VIRGINIA 22602PHONE: (540) 662-5786 FAX: (540) 722-9335DESIGNER:DELTA AIRPORT CONSULTANTS, INC.3544 NORTH PROGRESS AVENUE, SUITE 200HARRISBURG, PENNSYLVANIA 17110PHONE: (717) 652-8700 FAX: (717) 652-8371CERTIFICATION #: EXPIRATION DATE: AIP PROJECT NO. 3-51-0059-038-2019 (DESIGN)AIP PROJECT NO. 3-51-0059-PENDING (CONSTRUCTION)DOAV PROJECT NO. CF0059-38 (DESIGN)DOAV PROJECT NO. CF0059-PENDING (CONSTRUCTION)DELTA PROJECT NO. 18120 FOR THEWINCHESTER REGIONAL AIRPORTAUTHORITYDECEMBER 2020NOT TO SCALENPROPERTY IDENTIFICATION NUMBER(S): 64-A-40B, 64-A-79, 64-5-DZONING: RASETBACK REQUIREMENTS FROM STRUCTURES TO PROPERTY LINE:FRONT: REQUIRED: 60 FEETPROVIDED: 60 FEETSIDE/REAR: REQUIRED: 50 FEETPROVIDED: 50 FEETMAXIMUM HEIGHT FOR RA: 35 FEETPROVIDED: N/APROPOSED USE: PUBLIC USE AIRPORTACREAGE: AIRPORT: 377.809 ACRES FEE32.985 ACRES EASEMENTTOTAL ACREAGE DISTURBED = 12.46 ACPROJECT INFORMATION:PERCENT OF TOTAL PROPERTY DISTURBED = 3.30%ACRES OF WOODLANDS DISTURBED = 0.0AIRPORT-OWNED PROPERTY WITH STRUCTURE DEMOLITION: 64-A-40B644522BUFFLICKVICTORY LANEAIRPORT645728AIRPORTWINCHESTER REGIONAL645ROAD6551750LOCATION MAPNOT TO SCALENROADINDEXNO.SHEETTITLEWINCHESTERAPPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATORADMINISTRATOR DATESITE 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 DISTURBERIS THAT PARTY RESPONSIBLE FORCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.SITE PLAN SUBMISSION NO.DATEONE (1)TWO (2)10/13/2012/1/20PRELIMINARY - DO NOTUSE FOR CONSTRUCTIONDECEMBER 1, 2020SITE PLAN SUBMITTALSIGNAGE: SIGNAGE SHALL NOT EXCEED 12-FT IN HEIGHT AND 50-SF ANDWILL BE SETBACK AT LEAST 10'. NO ADDITIONAL SIGNAGE ISPROPOSED AS A PART OF THIS SITE PLAN.TERMINAL BUILDING: FUTURE NEW TERMINAL BUILDING WILL REQUIREA SEPARATE SITE PLAN SUBMISSION, REVIEW, AND APPROVALPREVIOUSLY 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 AND #02-20.SITE PLAN REFERENCE NO.: #41-20NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES: OKV - Winchester Regional Airport Authority Logo RGB.jpg; OKV - Winchester Regional Airport Logo RGB.JPG;DRAWING: 18120-COV.dwg LAYOUT: PLANDELTA 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) 652-8371RECONSTRUCT TERMINAL APRONCOVER SHEETWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020138 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 031974TRACY J. SAUNDERSOTELAFOHVIAINPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAIN1COVER SHEET2 BOUNDARY & ZONING MAP3 GENERAL LAYOUT4PROJECT NOTES5 PHASING LAYOUT6 EXISTING CONDITIONS7EXISTING CONDITIONS8 CONSTRUCTION NOTES9 DEMOLITION PLAN10 DEMOLITION PLAN11 DEMOLITION PLAN12 PRELIMINARY PHASE 2 DEMOLITION PLAN13 GEOMETRIC LAYOUT14 GEOMETRIC LAYOUT15GRADING & DRAINAGE - PHASE 116 GRADING & DRAINAGE - PHASE 117 STOCKPILE GRADING SITE18 BASIN GRADING SITE19 GRADING & DRAINAGE - PHASE 220 GRADING & DRAINAGE - PHASE 221EROSION & SEDIMENT CONTROL - PHASE 122EROSION & SEDIMENT CONTROL - PHASE 123 EROSION & SEDIMENT CONTROL - PHASE 224EROSION & SEDIMENT CONTROL - PHASE 225 EROSION & SEDIMENT CONTROL NOTES26 EROSION & SEDIMENT CONTROL DETAILS27EROSION & SEDIMENT CONTROL DETAILS28 PAVEMENT DETAILS29 PAVEMENT DETAILS30 DRAINAGE DETAILS31 DRAINAGE DETAILS32 DRAINAGE DETAILS33 DRAINAGE DETAILS34 DRAINAGE PROFILES35 FENCING NOTES & DETAILS36 JOINT LAYOUT37 JOINT NOTES & DETAILS38 FUEL TRUCK PARKING DETAILSD1 DRAINAGE AREA MAP - EXISTINGD2DRAINAGE AREA MAP - PROPOSEDD3 DRAINAGE AREA MAP - AIRPORTD4 DRAINAGE AREA SUMMARIESD5 DRAINAGE AREA SUMMARIESD6 STORMWATER COMPLIANCESD7 DOWNSTREAM CROSS SECTIONSD8STORMWATER QUALITYE1 PHOTOMETRIC PLANE2 APRON LIGHTING DETAILSC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-COV.dwg, PLAN, 11/30/2020 2:26:42 PM, mrm
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" OAKTREEFND.IRON PIPEFND.254.21'STONEREBARFND.1/2"RT. 776LC20' R/WRT. 7761/2"REBARFND.FND.IRON PIPE REBARFND.5/8"1/2"REBARFND.POST FND.OLD CORNERFND.1/2"REBARDEDICATED 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" WL=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.SHENANDOAH 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.RARAM1N/F GLAIZED.B. 607 PG. 669CENTER LIMITED PARTNERSHIPNOTE: PERIMETER SURVEY, DETAILS, TABLESB2B2M1M1M1M1RA/M1RARARARARARARAB2VDOT 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 GOLFCOURSESTOCKPILE SITEBASIN GRADING SITENO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONBOUNDARY & ZONING MAPWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020238 1" = 400'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ZMP.dwg, L1, 11/27/2020 6:57:00 AM, mrm
0+005+0010+0015+0020+0025+0030+0035+0040+0045+0050+0055+0060+0065+0070+0074+98AIRPORT ROAD 400' x 1000'RUNWAY SAFETY AREAOLD BUFFLICK ROADRT. 776STATE ROUTE 645PAPITW "C"APRONRUNWAY 14-32 (5498' x 100')TAXIWAY "A"GLIDE SLOPE CRITICAL AREATW "D"PAPIWINDSOCKROUTE 50TO US VICTORY LANE300'STATE ROUTE 645RPZ 500' x 1010' x 1700'NOT LOWER THAN 1 MILEAPPROACH VISIBILITYLOCALIZERANTENNASTA 10+00N: 7101599.4168E: 11581768.5492TERMINALROTATING 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+00TAXIWAY "A"ELECTRICALVAULTBENCHMARK 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 ASTING BASED ON NGS MODEL INAFFECT 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"321191817141312111098654400'BASELINE "RW"TL "E"TL "F"WINDCONEOKV COKV AEXTENDEDCLOSEDROAD250'400'250'131' TAXIWAY OBJECT FREE AREA79' TAXIWAY SAFETY AREA35'LOCALIZERCRITICAL AREA20+0025+0030+0035+0040+0045+0020+0025+0030+0035+0040+0045+00300' OFFSETBASELINEBASELINE "A"RECONSTRUCTTERMINAL APRONSTOCKPILE AREABASIN GRADINGBENCHMARK "OKV B" LOCATEDBEHIND LOCALZER ANTENNATO WEST OF THIS VIEWWaterWaterOKV COKV APAINT STRIPESta=70+82.60489.32'Sta=70+38.99502.00'Sta=69+72.21405.13'Sta=70+12.88355.52'STOPSTOPSTOPSTOP
45+00, 0' (BL "TW-A")45+00, 300' LT. (BL "RW")N: 7098969.3727E: 11584100.246820+00, 0' (BL "TW-A")20+00, 300' LT. (BL "RW")N: 7100691.7334E: 11582288.2110SCALE: 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 CONSTRUCTIONWETLANDS8BM-XLODNOTES1. REFER TO "PHASING LAYOUT" SHEETS FORCONSTRUCTION PHASING.2. REFER TO "PHASING LAYOUT" FOR LOCATIONS OFCONTRACTORS STAGING AREA, EMPLOYEEPARKING, AND HAUL ROUTES.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 geom-pro.dwg; 18120 plan-ex (17046PH2B).dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONGENERAL LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020338 1" = 300'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GEN.dwg, L1, 11/27/2020 6:57:22 AM, mrm
PROJECT NOTES:GENERAL:1.THE PROJECT NOTICE-TO-PROCEED WILL NOT BE ISSUED UNTIL ALL PROJECT FUNDING IS IN-PLACE AND THE CONSTRUCTION CONTRACT HASBEEN 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 BYLOCAL, STATE, AND FEDERAL AGENCIES. THE PERMITS REQUIRED SHALL BE IDENTIFIED AND PROCURED BY THE CONTRACTOR PRIOR TO THESTART 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. (NOSEPARATE PAY ITEM).3. ANY LISTED MANUFACTURER'S EQUIPMENT SHALL MEAN THAT LISTED ITEM OR AN APPROVED EQUIVALENT.4. BORING LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. BORING INFORMATION WAS PROVIDED BY:TRIAD ENGINEERING200 AVIATION DRIVEWINCHESTER, VIRGINIA 22602PHONE: (540) 667-93005. FIELD SURVEY INFORMATION WAS PROVIDED BY:TRIAD ENGINEERING200 AVIATION DRIVEWINCHESTER, VIRGINIA 22602PHONE: (540) 667-93006. THE OWNER RESERVES THE RIGHT TO CONTRACT AND PERFORM OTHER OR ADDITIONAL WORK ADJACENT TO AND WITHIN THE WORK AREACOVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE LET WITHIN THE LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR SHALLCONDUCT THEIR WORK SO AS NOT TO INTERFERE WITH OR HINDER THE PROGRESS OR THE COMPLETION OF THE WORK BEING COMPLETED BYOTHER CONTRACTORS. THE CONTRACTORS WORKING ON THE SAME PROJECT SHALL COOPERATE WITH EACH OTHER AS ORDERED BY THEENGINEER. ANY ADDITIONAL EFFORT OR WORK REQUIRED FOR SUCH COORDINATION WITH OTHER CONTRACTORS SHALL BE INCIDENTAL TOTHE PROJECT AND NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE. REFERENCE IS DIRECTED TO SECTION 50-05 OF THESPECIFICATIONS. IT IS ANTICIPATED THAT OTHER WORK MAY BE COMPLETED BY AN INDEPENDENT CONTRACTOR(S) DURING THE COURSE OFTHIS 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, IN THE STAGING AREA, OR ANY OTHER TEMPORARYFACILITY ON AIRPORT PROPERTY.9. THIS PROJECT HAS BEEN ENVIRONMENTALLY APPROVED BY THE FAA UNDER A CAT EX DATED FEBRUARY 3, 2009.10. IN ACCORDANCE WITH SECTION 60-05, A RESIDENT PROJECT REPRESENTATIVE'S FIELD OFFICE AND ASSOCIATED EQUIPMENT SHALL BEINSTALLED AT A LOCATION INDICATED ON THE PLANS AND IS INCIDENTAL TO THE COST OF THE PROJECT. THERE WILL BE NO SEPARATEMEASUREMENT OR PAYMENT. THE OWNER SHALL PROVIDE ALL RESIDENT PROJECT REPRESENTATIVE SERVICES.11. THE CONTRACT TIME HAS BEEN ESTABLISHED BASED UPON THE RECEIPT OF NORMAL PRECIPITATION FOR THE PROJECT AREA. THERE AREPROVISIONS IN THE CONTRACT DOCUMENTS FOR ADJUSTMENT IN CONTRACT TIME DUE TO UNUSUALLY ADVERSE WEATHER CONDITIONS.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 FURNISHSTAKES FOR THE LAYOUT AND CONSTRUCTION OF THE WORK AND PRESERVING ALL STAKES AND BENCHMARKS THROUGH THE DURATION OFTHE PROJECT.13. ALL BIDDERS MAY PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS AS DESIRED. BIDDERS SHALL CONTACT AND COORDINATE WITH THEOWNER 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 “OPERATIONALSAFETY 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 AUTHORIZEDACCESS POINT(S). EMPLOYEES SHALL VERIFY THAT THE ACCESS POINT(S) IS SECURE IMMEDIATELY AFTER USE. GATES THAT FAIL TO SECUREMUST BE IMMEDIATELY REPORTED TO THE ENGINEER AND OWNER.16. THE CONTRACTOR SHALL ONLY USE THE HAUL ROUTE DESIGNATED BY THE ENGINEER.17. THE CONTRACTOR SHALL ALWAYS MAINTAIN SEPARATION BETWEEN THE SECURE SIDE AND NON-SECURE SIDE OF THE AIRPORT. THEPERIMETER FENCE SHALL BE MAINTAINED ON A CONTINUOUS BASIS WITH ANY TEMPORARY OPENING BEING CONTINUOUSLY OBSERVED BY THECONTRACTOR'S DESIGNATED EMPLOYEE. IF ORDERED BY THE ENGINEER OR OWNER, THE CONTRACTOR MAY BE REQUIRED TO PROVIDE GATEGUARDS. GATE GUARDS ARE INCIDENTAL TO THE COST OF THE PROJECT. ALL TEMPORARY OPENINGS AND CONSTRUCTION GATES SHALL BESECURED 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 NAMEVISIBLE 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 SUBMITAN UPDATED FAA FORM 7460 “NOTICE OF PROPOSED CONSTRUCTION” IF THE CONTRACTOR INTENDS TO USE ANY EQUIPMENT WITH A HEIGHTOVER 25 FEET.20. THE CONTRACTOR SHALL MARK AND LIGHT AREAS UNDER CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. AIRCRAFTAND PUBLIC SAFETY SHALL NOT BE COMPROMISED, AND PROPER SEPARATION SHALL BE MAINTAINED AT ALL TIMES. REFERENCE IS DIRECTEDTO 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 AND 3' X 3' ORANGE AND WHITE CHECKER FLAGS.21. ALL CONTRACTOR PERSONNEL SHALL ARRIVE AT THE PROJECT IN COMPANY VEHICLES. ONLY AUTHORIZED VEHICLES WILL BE ALLOWED INSIDETHE SECURITY FENCE. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL POSITION ALL EQUIPMENT, TOOLS, MATERIAL, ETC. IN THEAPPROVED CONTRACTOR'S STAGING AREA UNLESS OTHERWISE REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.22. THE CONTRACTOR SHALL BE REQUIRED TO RELOCATE THE CLOSED MARKERS AND AVIATION BARRICADES DURING THE PROJECT. MULTIPLERELOCATION OF THE CLOSED MARKERS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THE LOCATION OF THE CLOSED MARKERS ANDBARRICADES, AS SHOWN ON THE PLANS, REPRESENTS THE MOST TYPICAL LOCATION.23. 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 BANDRADIO COMMUNICATIONS SHALL BE REQUIRED AT ALL TIMES. NO EQUIPMENT OR PERSONNEL SHALL ENTER AN OPEN RUNWAY OR TAXIWAYSAFETY AREA UNLESS PROPERLY COORDINATED. THE USE OF TRAINED FLAGMEN AND TWO-WAY AVIATION BAND RADIOS SHALL BE REQUIREDIN THESE AREAS. THE CONTRACTOR SHALL HAVE A TWO-WAY AVIATION BAND RADIO AT THE JOBSITE AT ALL TIMES WORK IS IN PROGRESS.THE CONTRACTOR SHALL MONITOR THE COMMON TRAFFIC ADVISORY FREQUENCY (122.7) AT ALL TIMES.24. TAXIWAY LIGHTS SHALL BE DE-ENERGIZED OR PROPERLY COVERED ON ALL CLOSED SECTIONS OF TAXIWAYS IN A MANNER APPROVED BY THEENGINEER (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 CLEARTHE 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. SEETHE EROSION AND SEDIMENT CONTROL SHEET FOR DETAILS AND GENERAL PROJECT LAYOUT SHEET FOR ANTICIPATED LOCATIONS. THECONTRACTOR SHALL MAINTAIN THESE TEMPORARY CONSTRUCTION ENTRANCES SUCH THAT MUD AND DEBRIS ARE NOT TRACKED ONTO OPENAREAS OF THE AIRCRAFT APRON, TAXIWAYS OR VEHICLE ROADWAYS.27. THE CONTRACTOR SHALL LINE THE HAUL ROUTE, ON THE DOWN SLOPE SIDE WITH SILT FENCE. THE CONTRACTOR SHALL MAINTAIN THE FENCEDURING 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 ANDEGRESS 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 WITHINTHE 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 THECONTRACTOR'S USE SHALL BE CONSIDERED INCIDENTAL PROJECT COSTS AND SHALL NOT BE A SEPARATE PAY ITEM.32. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REPAIR ANY PAVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. NOSEPARATE PAYMENT WILL BE MADE FOR PAVEMENT REPAIR NECESSARY DUE TO CONTRACTOR'S HAULING OPERATIONS.33. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO THE PHASING LAYOUT AND GENERAL LAYOUT FOR ADDITIONAL INFORMATION.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-NTS.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) 652-8371RECONSTRUCT TERMINAL APRONPROJECT NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020438 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-NTS.dwg, L1, 11/27/2020 6:57:36 AM, mrm
PHASING NOTES:GENERAL:1.THE INTENT OF THIS PHASING PLAN IS TO MINIMIZE THE IMPACT OF CONSTRUCTION ON THE OPERATIONS OF THEAIRPORT. ALL REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE STRICTLY ENFORCED.2. THE CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE TO THE ENGINEER PRIOR TO THE PRE-CONSTRUCTIONCONFERENCE. THE SCHEDULE SHALL CLEARLY DELINEATE THE PROPOSED WORK AREAS AND THE NUMBER OFWORK DAYS ANTICIPATED FOR EACH WORK AREA.3. THE PHASING PRESENTED IS PROVIDED AS A BASIS FOR SEQUENCING CONSTRUCTION IN SUCH A WAY AS TO LIMITIMPACTS TO THE AIRPORT AND ITS USERS. THE CONTRACTOR MAY PROPOSE ALTERNATE PHASING TO THEENGINEER FOR APPROVAL.CONSTRUCTION AREA:4. MATERIALS SHALL BE APPROVED AND ON-SITE PRIOR TO BEGINNING CONSTRUCTION.5. THE CONTRACTOR'S MEN AND EQUIPMENT SHALL REMAIN WITHIN THE DESIGNATED PROJECT AREA LIMITS ANDHAUL ROUTES AT ALL TIMES DURING CONSTRUCTION.6. EXISTING AIRPORT PERIMETER FENCE INTEGRITY TO BE MAINTAINED AT ALL TIMES. EXISTING FENCE AND GATES TOREMAIN IN PLACE AND OPERATIONAL UNTIL PROPOSED FENCE AND GATES ARE INSTALLED.7. WHILE WORK IS IN PROGRESS IN BOTH PHASES, THE CONTRACTOR SHALL PROVIDE A MEANS OF INGRESS ANDEGRESS FOR VEHICLES TO ACCESS THE EXISTING TERMINAL AND APRON.8. THE CONTRACTOR IS PROHIBITED FROM ENTERING ANY AIR OPERATIONS AREA NOT IMMEDIATELY ADJACENT TOTHE PROJECT SITE AND THEN IS ONLY PERMITTED TO ENTER THE OPERATIONS AREA FOR THE EXPRESS NEED TO"TIE-INTO" EXISTING PAVEMENTS, ELECTRICAL CIRCUITS, ETC.PHASE 1A: APRON REHABILITATIONSEQUENCE OF WORK:·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·MILLING OF EXISTING APRON ASPHALT PAVEMENT.·REMOVAL OF EXISTING ASPHALT PAVEMENT.·REMOVAL OF EXISTING FUEL TRUCK PARKING CONCRETE PAVEMENT.·REMOVAL OF EXISTING HELICOPTER PARKING CONCRETE AND ASPHALT PAVEMENT.·EXCAVATION/EARTHWORK.·INSTALLATION OF STORM DRAINAGE.·RELOCATION OF AIRPORT PERIMETER FENCE.·ASPHALT PAVEMENT OVERLAY, INCLUDING TEST STRIP.·CONSTRUCTION OF PAVEMENT SECTION.·CONSTRUCTION OF FUEL TRUCK PARKING PAVEMENT.·CONSTRUCTION OF SELF-SERVE FUEL PAD.·INSTALLATION OF TAXIWAY AND APRON EDGE LIGHTS.·APPLICATION OF INITIAL/FINAL MARKINGS.·TOPSOILING, SEEDING, AND MULCHING.NOTES AND LIMITATIONS:·ALL PROPER NOTAMS SHALL BE REQUESTED BEFORE THE START OF WORK.·WORK WILL REQUIRE VARIOUS CLOSURES OF AIRFIELD PAVEMENTS.·ALTERNATE PARKING FOR FUEL TRUCKS AND HELICOPTER WILL BE REQUIRED.·CONTRACTOR SHALL UTILIZE EXISTING AIRPORT GATES FOR HAULING OPERATIONS.PHASE 1B: DEMO EXISTING TERMINAL BUILDINGSEQUENCE OF WORK:·DEMOLITION OF EXISTING TERMINAL BUILDING.·REMOVAL OF EXISTING ASPHALT DRIVEWAY PAVEMENT.·TOPSOILING, SEEDING, MULCHING.NOTES AND LIMITATIONS:·THE NEW TERMINAL BUILDING AND ASSOCIATED FACILITIES SHALL BE COMPLETED AND FUNCTIONAL PRIOR TO THEDECOMMISSIONING AND DEMOLITION OF THE EXISTING TERMINAL TO ALLOW FOR INSPECTION, ACCEPTANCE, ANDRELOCATION OF AIRPORT FACILITIES.PHASE 2: APRON EXPANSIONSEQUENCE OF WORK:·INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES.·MILLING OF EXISTING APRON ASPHALT PAVEMENT.·REMOVAL OF EXISTING ASPHALT PAVEMENT.·EXCAVATION/EARTHWORK.·ASPHALT PAVEMENT OVERLAY, INCLUDING TEST STRIP.·CONSTRUCTION OF PAVEMENT SECTION.·APPLICATION OF INITIAL/FINAL MARKINGS.·TOPSOILING, SEEDING, AND MULCHING.NOTES AND LIMITATIONS:·ALL PROPER NOTAMS SHALL BE REQUESTED BEFORE THE START OF WORK.·WORK WILL REQUIRE VARIOUS CLOSURES OF AIRFIELD PAVEMENTS.·CONTRACTOR SHALL UTILIZE EXISTING AIRPORT GATES FOR HAULING OPERATIONS.XXX32130+0035+0030+0035+00AIRPORT ROAD RT. 776STATE ROUTE 645RUNWAY 14-32 (5498' x 100')BASELINE "RW"BASELINE "A"TAXIWAY-AROTATING BEACONAIRPORTSECURITY GATEFUEL FARMEXISTING SELF-SERVEFUEL TANKEXISTING GENERALAVIATION TERMINALSTOPSTOPSTOPSTOP
PHASE 2 - APRON EXPANSIONPHASE 1A - APRON REHABILITATIONPHASE 1B - DEMO EXISTING TERMINAL BUILDING1B2221A21ATAXIWAY-CSCALE: 1"=60'06060120FEETNLEGENDWORK AREA / PHASE LABELFENCE GATE NUMBEREXISTING FENCEPROPOSED FENCEAPPROXIMATE AIRPORT PROPERTY LINEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY PROTECTION ZONEEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAPROPOSED CONSTRUCTIONX#XNOTES1. REFER TO "GENERAL LAYOUT" FOR BORROW/WASTEAREA AND BASIN GRADING HAUL ROUTES.CONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 geom-pro.dwg; 18120 geom-pro PHA2.dwg IMAGES:DRAWING: 18120-PHA.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) 652-8371RECONSTRUCT TERMINAL APRONPHASING LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020538 1" = 60'NO.REVISIONSBY APP. DATEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-PHA.dwg, L1, 11/27/2020 6:57:56 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING POLE (LIGHTED)FENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING AIRPORT PROPERTY LINEEXISTING EASEMENT LINEEXISTING STORM DRAINEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL CONDUITEXISTING FIBER OPTIC LINEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND TELEPHONE LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING CONCRETEEXX#B-#SHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. FIELD SURVEY INFORMATION PROVIDED BY TRIADENGINEERING AND GREENWAY ENGINEERING.3. BORING LOCATIONS ARE APPROXIMATE.4. THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED. REFERENCE IS DIRECTED TO THEPROJECT NOTES.72072072072072572
0
725730730715.3717.7717.7715.7716.1718.6718.2716.9718.7718.2718.6718.8719.5719.4720.2716.1720.1719.8719.7718.8717.8719.5719.5718.8718.2717.9723.6724.4718.4718.8719.3718.6717.3718.3719.1719.6716.8715.5718.3719.8719.1727.4722.7722.6722.9723.3722.7719.5722.3722.4724.1724.4723.7724.8723.6727.5728.6728.2729.1729.1728.7729.2729.2729.1728.2727.3725.2728.6725.9726.6728.9729.1727.2725.7726.6728.4724.6724.4724.4722.6724.6728.4728.9727.7731.3735.6735.6725.5723.9724.8732.7734.8729.4730730.2731.4731.3731.5733.4733.3732.3732.2732.4731.6731.6727.8728.2728.6728.2731.1731.4732.7729.8714.9735.172071771871972126+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+5025+0028+0031+0029+5026+50MATCHLINE SHEET 10B-5B-1B-6B-2TAXIWAY ABASELINE "A"150' RT300' RT450' RT150' RT300' RT450' RT23+5023+50MHDenseDenseDenseMHMHTanksTankGuyGuyGuyDenseDenseDenseSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106E107E108E109111919ELEC.VAULTWELEC.VAULT24" RCPINV.=715.3915" RCPINV.=718.4915" RCPINV.=718.7324" RCPINV.=714.79HMH15" RCP15" RCPNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 topo-ex PHA1.dwg IMAGES:DRAWING: 18120-XCN.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) 652-8371RECONSTRUCT TERMINAL APRONEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020638 1" = 30'6 7PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-XCN.dwg, L1, 11/27/2020 6:58:18 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING POLE (LIGHTED)FENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING AIRPORT PROPERTY LINEEXISTING EASEMENT LINEEXISTING STORM DRAINEXISTING ELECTRICAL DUCTEXISTING ELECTRICAL CONDUITEXISTING FIBER OPTIC LINEEXISTING UNDERGROUND ELECTRICAL LINEEXISTING UNDERGROUND TELEPHONE LINEEXISTING SANITARY SEWER LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAEXISTING CONCRETEEXX#B-#SHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. FIELD SURVEY INFORMATION PROVIDED BY TRIADENGINEERING AND GREENWAY ENGINEERING.3. BORING LOCATIONS ARE APPROXIMATE.4. THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLYVERIFIED. REFERENCE IS DIRECTED TO THEPROJECT NOTES.7107107107107157
1
5710715720 715715720720708.9708.4707.5708.6708.7708.5708.9708.4708.8709.1706.7706.5712.6708.6708.7711.1713.4713.8713.4713.7706.2706.2707.4708.7709.2709.2708.9708.7709.2708.9709.1709.1708.1708.5705.4705.6708.4709.1706.7709.6713.6713.7714.6714.4711.9712.4714.4714.7715.3714.7713.7715.6715.4715.2704.9708.1709.2709.1704.4724.1724.1724.1723.2716.8715.5715.2716.3715.5716.7716.6716.6715.7715.2713.9714.4716.8717.4719.2719.3716.9717.9718.3718.4718.6718.4717.9718.6719.4719.4720.1719.7720.2719.4719.2718.8718.9719.2715.6714.2716.1708.9708.9723.171071271433+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+5040+0034+0037+0038+5035+5032+50MATCHLINE SHEET 9B-7B-3B-8B-4TAXIWAY ABASELINE "A"150' RT300' RT450' RT150' RT300' RT450' RTTankTankCBMHCBPipeTankTankPipePipePipePipePipe708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67HE118E119E120E201E203E20222ELEC.VAULTELEC. VAULTELEC. VAULTELEC. VAULTINV.=709.41STORMGRATE24" RCPINV.=710.3524" RCPINV.=708.01TELE. PED.36" RCPINV.=704.54"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGNSHMHMH15" RCP4-WAY 4"1-WAY 2"EMPTY 4" PVC &2" PVC CONDUITFUEL FARMPOWERGATEPOWERFUEL FARM/GATE PANEL (S)NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 topo-ex PHA1.dwg IMAGES:DRAWING: 18120-XCN.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) 652-8371RECONSTRUCT TERMINAL APRONEXISTING CONDITIONSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020738 1" = 30'6 7PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-XCN.dwg, L2, 11/27/2020 6:58:23 AM, mrm
CONSTRUCTION NOTES:GENERAL:1.THE CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UTILITIES AND FACILITIES (I.E., AIRPORT LIGHTING, NAVAIDS, ETC.) FROMDAMAGE BY EQUIPMENT OR PERSONNEL. THE CONTRACTOR SHALL CONTACT ALL UTILITY AND FACILITY AGENCIES FOR FIELD MARKINGPRIOR TO BEGINNING CONSTRUCTION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAYONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND 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 PROMPTLYREPAIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAND DIG WHEN WITHIN THREE (3) FEET OF ANY KNOWN ORSUSPECTED 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 AND GEOMETRICS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE ALIGNMENTLOCATION SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO INSTALLATION.4. THE CONTRACTOR SHALL PROTECT EXISTING AIRFIELD LIGHTING FIXTURES TO REMAIN FROM DAMAGE DURING CONSTRUCTION. ANINVENTORY OF EXISTING FIXTURES SHALL BE COMPLETED PRIOR TO THE START OF WORK WITH THE ENGINEER AND/OR OWNER. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPLACEMENT OF ANY FIXTURES DAMAGED BY HIS OPERATIONS.5. ALL DISTURBED AREAS, INCLUDING THE CONTRACTORS STAGING AREA, HAUL ROUTES, GRADING LIMITS, ETC. SHALL BE RESTORED TO ASMOOTH LINE AND GRADE WITH POSITIVE DRAINAGE. THE CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. THERE WILL BENO 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 BEDISPOSED 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 OFEQUAL OR GREATER CAPACITY OF THE EXISTING DRAINAGE CONVEYANCES. THIS MAY REQUIRE TEMPORARY DITCHES, STRUCTURES ORPIPES, WHICH SHALL BE INCIDENTAL TO THE PROJECT.8. THE CONTRACTOR IS ADVISED THAT AIRCRAFT OPERATIONS ARE CONDUCTED ADJACENT TO THE PROJECT. SPECIAL ATTENTION TO DUSTCONTROL WILL BE REQUIRED DURING THE DURATION OF THE PROJECT. THE USE OF WATER OR A DUST REDUCING AGENT SHALL BEANTICIPATED. THE ENGINEER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREAS, IF DUST CONTROL ACTIONSARE NOT PROMPTLY TAKEN BY THE CONTRACTOR.9. NO DEBRIS OF ANY NATURE SHALL BE 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 MOVEDDURING CONSTRUCTION, THE CLEANUP OF THE AREAS OUTSIDE THE BARRIERS SHALL OCCUR IMMEDIATELY. IN ADDITION, NO LOOSEMATERIALS THAT COULD BLOW INTO AIRCRAFT OPERATIONS AREAS SHALL BE ALLOWED IN THE CONSTRUCTION AREA.10. TOPSOIL SHALL BE STOCKPILED ONLY AS REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. THE STOCKPILES SHALLBE GRADED TO PROVIDE ADEQUATE DRAINAGE AND PROTECTED BY SILT FENCE OR OTHER SEDIMENT TRAPPING DEVICE AS ORDERED BYTHE ENGINEER. THE STOCKPILES SHALL BE REMOVED AND THE AREAS RESTORED TO A SMOOTH LINE AND GRADED, SEEDED, ANDMULCHED. SILT FENCE, SEEDING, AND MULCHING ARE PAY ITEMS.11. TOPSOIL SHALL BE STRIPPED FROM BOTH CUT AND FILL AREAS, SALVAGED, STOCKPILED, AND THEN REDISTRIBUTED IN ALL UNPAVEDAREAS (BOTH CUT AND FILL) UPON COMPLETION OF GRADING. THERE WILL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR HANDLINGAND PLACEMENT OF TOPSOIL REGARDLESS OF THE NUMBER OF TIMES THE CONTRACTOR IS REQUIRED TO MOVE THE MATERIAL. THECONTRACTOR SHOULD NOTE THAT THE FINAL GRADES SHOWN ON THE PLANS ARE FINISHED GRADES, THUS REQUIRINGOVER-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 THESPECIFICATIONS FOR ADDITIONAL INFORMATION.12. TOPSOIL WILL NOT BE MEASURED AS A SEPARATE PAY ITEM. REFERENCE IS DIRECTED TO THE SPECIFICATIONS. OVER EXCAVATION FORRE-DISTRIBUTION OF TOPSOIL WILL NOT BE MEASURED FOR PAYMENT AND WILL BE CONSIDERED INCIDENTAL TO THE PROJECT. TOPSOILSTRIPPING TO A DEPTH OF UP TO SIX (6) INCHES IN THE PROPOSED EMBANKMENT AREAS WILL NOT BE MEASURED FOR PAYMENT. ANYSTRIPPING BELOW SIX (6) INCHES IN EMBANKMENT AREAS WILL BE MEASURED AS MUCK EXCAVATION.13. BLASTING SHALL NOT BE ALLOWED.14. CONTRACTORS SHALL EXAMINE THE SITE TO VERIFY FIELD CONDITIONS BEFORE SUBMITTING BIDS. NO ADDITIONAL COMPENSATION WILLBE MADE FOR ADVERSE FIELD CONDITIONS SUCH AS EXCAVATION AND/OR TRENCHING THROUGH ROCK.15. THE CONTRACTOR SHALL FURNISH ALL LIGHTING NECESSARY FOR NIGHT OPERATIONS. THE LIGHTING SHALL BE APPROPRIATE FOR THEWORK BEING PERFORMED AND SHALL BE IN THE FORM OF PORTABLE FLOODLIGHT UNITS, EACH WITH A MINIMUM CAPACITY OF 3,000-WATTELECTRICAL BEAMS. LIGHTING SHALL BE DIRECTED OR SHADED TO PREVENT INTERFERENCE WITH AIRCRAFT, AND OTHER AIRPORTOPERATIONS.16. THE CONTRACTOR SHALL HAVE A FULLY OPERATIONAL VACUUM TRUCK AVAILABLE FOR CLEANING AREAS OF POTENTIAL FOD/DEBRIS.VACUUM TRUCKS SHALL BE IN GOOD WORKING ORDER AND ANY SWEEPING ELEMENTS SHALL BE MADE OF NON-WIRE BRISTLES (WIREDBRISTLES TEND TO BREAK AND BECOME FOD). SWEEPER VEHICLES SHALL BE AT ANY ACTIVE RUNWAY OR TAXIWAY CROSSING DURINGWORK HOURS (NO SEPARATE PAY ITEM).17. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A “GOOD STAND OF GRASS WITH REGARD TO COLOR AND DENSITY”. NO ADDITIONALCOMPENSATION WILL BE MADE FOR OVERSEEDING AREAS THAT YIELD A SPARSE COVER FROM THE INITIAL SEEDING.18. THE CONTRACTOR IS RESPONSIBLE FOR MOWING OF GRASS WITHIN THE PROJECT AREAS UNTIL SUBSTANTIAL COMPLETION AND ALLOBSTACLES TO MOWING ARE REMOVED. GRASS MUST BE MAINTAINED BETWEEN 7 TO 14 INCHES IN HEIGHT (NO SEPARATE PAY ITEM). THECONTRACTOR SHALL MOW GRASS AT LEAST ONCE DURING THE PROJECT.19. IF THE TYPE OF MATERIAL PRECLUDES TESTING IN ACCORDANCE WITH THE RESPECTIVE SPECIFICATION, THE ENGINEER MAY UTILIZEPROOF ROLLING IN ACCORDANCE WITH ITEM P-152 OF THE SPECIFICATIONS TO IDENTIFY AREAS NEEDING REPAIRS. ANY AREAS THAT RUTOR PUMP SHALL BE REPAIRED. EVEN IF TEST RESULTS HAVE BEEN OBTAINED THAT SHOW DENSITY HAS BEEN ACHIEVED, THE ENGINEERMAY ELECT TO TEST ANY COMPACTED AREA UTILIZING PROOF ROLLING AND ANY AREAS THAT RUT OR PUMP ALSO SHALL BE REPAIRED.20. THE OWNER WILL PROVIDE THE PERSONNEL TO COMPLETE THE REQUIRED ACCEPTANCE TESTING. HOWEVER, THE CONTRACTOR WILL BERESPONSIBLE FOR HIS OWN QUALITY CONTROL TESTING. ACCEPTANCE TESTING WILL NOT BE PERFORMED AS A QUALITY CHECK FOR THECONTRACTOR. ANY FAILED ACCEPTANCE TEST SHALL BE BILLED TO THE CONTRACTOR. REFERENCE IS DIRECTED TO ITEM C-100“CONTRACTOR QUALITY CONTROL REQUIREMENTS” AND SPECIAL PROVISION “TESTING GENERAL” OF THE SPECIFICATIONS.21. MUCK AND UNSUITABLE MATERIAL ARE DEFINED IN ITEM P-152-1.2 AND ITEM P-152-1.3 OF THE SPECIFICATIONS, RESPECTIVELY, AND AREMATERIALS 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 AMATERIAL AS MUCK OR UNSUITABLE. THE CONTRACTOR IS EXPECTED TO AERATE AND DRY THE MATERIAL, AS NECESSARY, TO REACHOPTIMUM MOISTURE CONTENTS.22. NO ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR HANDLING AND DRYING OF SATURATED MATERIAL, WHETHER HISATTEMPTS ARE SUCCESSFUL OR UNSUCCESSFUL. THE CONTRACTOR MAY, AT HIS OPTION AND HIS OWN COST, REPLACE, SUPPLEMENT, ORTREAT THE SATURATED MATERIAL TO IMPROVE WORKABILITY. SUPPLEMENTS OR TREATMENTS MAY INCLUDE MIXING WITH A DIFFERENTSOIL MATERIAL OR TREATING WITH LIME OR CEMENT.23. AS OUTLINED IN SPECIFICATION ITEM P-152-2.2b, THE UNIT PRICE FOR MUCK EXCAVATION INCLUDES BACKFILL WITH A SUITABLE MATERIAL.UNSUITABLE/MUCK MATERIAL THAT IS ENCOUNTERED ABOVE FINAL GRADE SHALL BE CLASSIFIED AS UNCLASSIFIED EXCAVATION ANDSHALL NOT BE MEASURED AS MUCK.24. THE EXCAVATION QUANTITY INCLUDES THE VOLUME OF PAVEMENT REMOVAL IN CUT AREAS ONLY.DRAINAGE:25. THE CONTRACTOR SHALL PROVIDE O-RING JOINTS OR OFFSET JOINTS WITH PROFILE GASKETS FOR ALL REINFORCED CONCRETE PIPEINSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALL STANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THECONTRACTOR SHALL INSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETS. NO SEPARATE MEASUREMENTWILL BE MADE FOR THE ABOVE REFERENCED ITEMS.26. ALL MANHOLE AND DROP INLET LOCATIONS AND TOP ELEVATIONS ARE GIVEN TO THE CENTER OF THE STRUCTURE UNLESS OTHERWISENOTED. SPOT ELEVATIONS ARE GIVEN FOR CURB OR CURB AND GUTTER AT THE TOP OF CURB UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL FIELD VERIFY THE INVERTS OF ALL CONNECTIONS TO EXISTING PIPES PRIOR TO FABRICATION OF PROPOSEDSTRUCTURES.27. ALL MANHOLES, DROP INLETS, AND STRUCTURES WITHIN THE RUNWAY / TAXIWAY / APRON SAFETY AREAS SHALL BE DESIGNED FORAIRCRAFT LOADING WEIGHT OF 100,000 POUNDS, DUAL GEAR CONFIGURATION, 150 PSI TIRE PRESSURE.28. LENGTHS OF DRAINAGE PIPES ON THE PLANS ARE GIVEN FROM CENTER OF MANHOLE TO CENTER OF MANHOLE OR FROM OUTSIDE EDGEOF ENDWALL TO OUTSIDE EDGE OF ENDWALL. PIPE WILL BE MEASURED FROM THE INTERIOR FACE OF THE DOWNSTREAM STRUCTURE TOTHE INTERIOR FACE OF THE UPSTREAM STRUCTURE IN ACCORDANCE WITH SECTION 90.29. THE CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATION, SIZE, INVERT AND TOP ELEVATION FOR EACH EXISTING PIPE AND/ORSTRUCTURE WHICH IS BEING TIED-INTO WITH PROPOSED PIPE(S) AND/OR STRUCTURE. VERIFICATIONS SHALL BE COMPLETED ANDSUBMITTED IN WRITING TO THE ENGINEER PRIOR TO STRUCTURE FABRICATION AND/OR DRAINAGE PIPE INSTALLATION (NO SEPARATE PAYITEM).30. WELLPOINTING AND/OR OTHER DEWATERING METHODS REQUIRED FOR THE INSTALLATION OF MANHOLES, DROP INLETS, ETC. SHALL BECONSIDERED INCIDENTAL TO THE PROJECT.31. THE CONTRACTOR SHALL CLEAN THE STORM SEWER SYSTEM OF ALL SEDIMENT UPON STABILIZATION OF THE UPSTREAM AREAS (NOSEPARATE PAY ITEM).PAVING:32. THE TEMPORARY TAXIWAY SHALL BE PAVED WITH A MAXIMUM OF ONE (1) COLD JOINT OR TWO (2) LANES. THE APRON SHALL BE PAVEDWITH MINIMAL COLD JOINTS. A 25-FOOT PAVER OR SMALLER PAVERS PULLED IN TANDEM WITH A HOT JOINT SHALL BE REQUIRED. NO MORETHAN THIRTY (30) MINUTES SHALL ELAPSE BETWEEN 2 PAVERS PULLED IN TANDEM FOR A JOINT TO BE CONSIDERED HOT.33. LONGITUDINAL JOINTS WHICH ARE IRREGULAR, DAMAGED, UNCOMPACTED, OR OTHERWISE DEFECTED, OR WHICH HAVE BEEN LEFTEXPOSED FOR MORE THAN 4 HOURS, OR WHOSE SURFACE TEMPERATURE HAS COOLED TO LESS THAN 175 DEGREES SHALL BE CUTBACKBY SAWING OR MILLING NO MORE THAN 3-6 INCHES TO EXPOSE A CLEAN, SOUND VERTICAL SURFACE FOR THE FULL DEPTH OF THECOURSE. REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS.34. THE CONTRACTOR SHALL CONTINUALLY MONITOR THE JOINT BETWEEN PAVING LANES TO ENSURE A GOOD JOINT WITH REGARD TOGRADE, SMOOTHNESS, APPEARANCE, AND DENSITY.35. THE PAVING SHALL BE ACCOMPLISHED BY USE OF A PAVER WITH AUTOMATIC GRADE CONTROLS, UNLESS OTHERWISE APPROVED BY THEENGINEER. REFERENCE IS DIRECTED TO ITEM P-401 OF THE SPECIFICATIONS.36. IN ORDER TO REMOVE ANY SMALL IRREGULARITIES, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND USE A 30-FOOT SKI OR FIXEDSTRING LINE. A SHORT SHOE MAY ONLY BE USED WHEN MATCHING THE EDGE OF AN ADJACENT LIFT.37. THE CONTRACTOR SHALL HAVE AT LEAST ONE (1) SPARE PAVER OR EQUAL TYPE, AVAILABLE FOR DELIVERY ON-SITE WITHIN 24 HOURS IFTHE FIRST PAVER SHOULD BREAK DOWN (NO SEPARATE PAY ITEM).38. PAVING DURING NIGHTTIME CONSTRUCTION SHALL REQUIRE THE FOLLOWING:a. ALL PAVING MACHINES, ROLLERS, DISTRIBUTION TRUCKS AND OTHER VEHICLES REQUIRED BY THE CONTRACTOR FOR ITSOPERATIONS SHALL BE EQUIPPED WITH ARTIFICIAL ILLUMINATION SUFFICIENT TO COMPLETE THE WORK, IN ACCORDANCE WITH THEPLANS AND SPECIFICATIONS.b. MINIMUM ILLUMINATION LEVEL SHALL BE TWENTY (20) HORIZONTAL FOOT CANDLES AND MAINTAINED AT LEAST IN THE FOLLOWINGAREAS:i. AN AREA OF 30 FEET WIDE BY 30 FEET LONG IMMEDIATELY BEHIND THE PAVING MACHINES DURING THE OPERATIONS OF THE MACHINES.ii. AN AREA 15 FEET WIDE BY 30 FEET LONG IMMEDIATELY IN FRONT AND BACK OF ALL ROLLING EQUIPMENT, DURING OPERATION OF THE EQUIPMENT.iii. AN AREA 15 FEET WIDE BY 15 FEET LONG AT ANY POINT WHERE AN AREA IS BEING TACK COATED PRIOR TO THE PLACEMENT OF PAVEMENT.c. AS PARTIAL FULFILLMENT OF THE ABOVE REQUIREMENTS, THE CONTRACTOR SHALL FURNISH AND USE, COMPLETE ARTIFICIALLIGHTING UNITS WITH A MINIMUM CAPACITY OF 3,000-WATT ELECTRIC BEAM LIGHTS, AFFIXED TO ALL EQUIPMENT IN SUCH A WAY TODIRECT ILLUMINATION ON THE AREA UNDER CONSTRUCTION.d.IN ADDITION, THE CONTRACTOR SHALL FURNISH TEN (10) PORTABLE FLOODLIGHT UNITS, EACH WITH A MINIMUM CAPACITY OF3,000-WATT ELECTRICAL BEAMS.39. 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 PROPOSEDLAYDOWN/PAVING PLAN.40. AS OUTLINED IN THE SPECIFICATIONS, THE BASE COURSE SHALL BE PLACED BY A MECHANICAL SPREADER. AS A MINIMUM, A MECHANICALSPREADER SHALL BE A “SPREADER BOX” MOUNTED TO THE FRONT OF A DOZER OF SUFFICIENT SIZE AND HORSEPOWER TO PUSH THESPREADER BOX, LOADED WITH STONE, AND TRUCK BEING USED FOR STONE DELIVERY. STONE BASE SHALL NOT BE PLACED BYEND-DUMPING THE MATERIAL AND SPREADING WITH A GRADER.41. THE CONTRACTOR SHALL PROVIDE A LIGHT WEIGHT STRAIGHT EDGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. THESTRAIGHT EDGE SHALL HAVE A HANDLE WITH A TWO (2) FOOT HEIGHT. THE CONTRACTOR SHALL PROVIDE AN EMPLOYEE TO ASSIST THERESIDENT PROJECT REPRESENTATIVE IN CONDUCTING THE STRAIGHT EDGE TEST REQUIRED BY THE TECHNICAL SPECIFICATIONS (NOSEPARATE PAY ITEM).42. THE CONTRACTOR SHALL PROVIDE A FINISHED PAVEMENT SURFACE FREE OF PONDING WATER. ALL AREAS OF PONDING WATER SHALL BEREPAIRED AS ORDERED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.DEMOLITION NOTES:43. ALL ITEMS SHOWN AND LABELED TO BE REMOVED ON THIS PLAN SHALL BE REMOVED UNDER ITEM P-101 “PREPARATION/REMOVAL OFEXISTING PAVEMENTS”, UNLESS OTHERWISE NOTED.44. FULL DEPTH PAVEMENT REMOVAL WILL BE PAID FOR BASED UPON THE ACTUAL SQUARE YARDS REMOVED IN ACCORDANCE WITH THEPLANS AND SPECIFICATIONS. THERE WILL BE A DIFFERENTIATION BETWEEN CONCRETE AND ASPHALT PAVEMENT REMOVAL.45. PAYMENT FOR THE DEMOLITION OF ELECTRICAL ITEMS SHALL BE MADE AT THE CONTRACT UNIT PRICE PER EACH IN ACCORDANCE WITHITEM P-101 “PREPARATION OF EXISTING PAVEMENTS”. ALL REMAINING ELECTRICAL ITEMS SHOWN TO AND LABELED TO BE REMOVED SHALLBE REMOVED AND CONSIDERED INCIDENTAL TO THE PROJECT.46. OTHER MINOR ITEMS (I.E. STRUCTURES, CONCRETE PADS, ETC.) THAT MAY BE ENCOUNTERED SHALL BE REMOVED AND CONSIDEREDINCIDENTAL TO THE PROJECT.47. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE DURING DEMOLITION AND CONSTRUCTIONOPERATIONS FOR THE DURATION OF THE PROJECT. TEMPORARY DRAINAGE PROVISIONS SHALL HAVE SAME OR HIGHER CAPACITY THANTHAT OF EXISTING DRAINAGE SYSTEM.48. ANY INTERRUPTION TO SERVICE TO ACTIVE LIGHTING CIRCUITS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. ANY DAMAGE TOEXISTING AIRPORT CIRCUITS CAUSED BY THE CONTRACTOR'S EQUIPMENT OR PERSONNEL SHALL BE PROMPTLY REPAIRED AT THECONTRACTOR'S EXPENSE. ALL ACTIVE LIGHTING SYSTEMS FOR OPEN AIRCRAFT OPERATIONAL AREAS SHALL BE OPERABLE FROM DUSKTO DAWN. THE USE OF TEMPORARY CABLES SHALL BE ANTICIPATED IN ORDER TO ACCOMMODATE CONSTRUCTION PHASING (NOSEPARATE PAY ITEM).49. RESIDUAL MATERIALS FROM THE DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROMAIRPORT PROPERTY UNLESS OTHERWISE NOTED. ALL DISPOSALS SHALL BE COMPLETED BY THE CONTRACTOR IN ACCORDANCE WITH ALLLOCAL, STATE, AND FEDERAL REGULATIONS.50. THE CONTRACTOR SHALL PROTECT, INVENTORY, AND RETAIN ALL ITEMS WHICH THE OWNER CHOOSES TO MAINTAIN POSSESSION OF. THECONTRACTOR SHALL DELIVER THE IDENTIFIED ITEMS TO A DESIGNATED STORAGE LOCATION ON THE AIRPORT AS ORDERED BY THEOWNER. ALL OTHER ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM AIRPORT PROPERTY.51. ALL PAVEMENT TO BE REMOVED SHALL BE NEATLY SAWCUT. CONCRETE PAVEMENT REMOVAL WILL REQUIRE DOUBLE SAWCUTS, WITHONE SAWCUT 12 INCHES FROM THE JOINT AND A SECOND SAWCUT AT THE JOINT OR PAVEMENT REMOVAL LIMIT (NO SEPARATE PAY ITEM).52. THE CONTRACTOR SHALL LAYOUT THE LIMITS OF PAVEMENT REMOVAL IN THE FIELD PRIOR TO BEGINNING WORK.53. PIPE REMOVAL AGAINST PAVEMENT EDGES SHALL BE COMPLETED IN A MANNER WHICH WILL NOT DAMAGE THE EXISTING PAVEMENT TOREMAIN. PIPE SHALL BE REMOVED TO WITHIN AT LEAST FIVE (5) FEET OF THE EDGE OF PAVEMENT. EXTRA LENGTHS OF PIPE REMAININGUNDER EXISTING PAVEMENT SHALL BE FLOW FILLED (NO SEPARATE PAY ITEM).54. 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 (NOSEPARATE PAY ITEM).55. THE LOCATION OF EXISTING DUCTS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR.56. THE CONTRACTOR SHALL MAINTAIN THE EXISTING TAXIWAY CENTERLINE AND EDGE LIGHTING SYSTEMS/CIRCUITS FOR OPEN SEGMENTSOF TAXIWAYS AT ALL TIMES. THE USE OF TEMPORARY CABLE SHALL BE ANTICIPATED. THE CONTRACTOR SHALL PROVIDE AND MAINTAINTEMPORARY CABLES AS REQUIRED. ALL COSTS TO PROVIDE AND MAINTAIN THE TEMPORARY CABLES SHALL BE CONSIDERED INCIDENTALTO THE PROJECT (NO SEPARATE PAY ITEM).57. THE CONTRACTOR SHALL DEMOLISH THE EXISTING TERMINAL BUILDING AND FOUNDATION, INCLUDING ALL INTERIOR, EXTERIOR,STRUCTURAL, MECHANICAL/HVAC, PLUMBING, AND ELECTRICAL SYSTEMS, COMPLETE. ALL WORK SHALL BE PAID FOR UNDER ITEM R-516“DEMOLITION OF EXISTING TERMINAL BUILDING”.58. EXCAVATION FOR BACKFILL FOR THE EXISTING TERMINAL BUILDING IN ACCORDANCE WITH THE SPECIFICATIONS SHALL BE CONSIDEREDINCIDENTAL TO THE COST OF THIS WORK AND PAID FOR UNDER ITEM R-516 “DEMOLITION OF EXISTING TERMINAL BUILDING”.59. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BARRIERS, SHORING, ETC. AS REQUIRED.60. VERIFY UTILITIES HAVE BEEN DISCONNECTED/CAPPED PRIOR TO DEMOLITION OF THE EXISTING BUILDING.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-NTS.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) 652-8371RECONSTRUCT TERMINAL APRONCONSTRUCTION NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020838 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-NTS.dwg, L2, 11/27/2020 6:58:39 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING TAXIWAY LIGHT TO BE REMOVEDFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING DUCT BANK TO BE REMOVEDEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-101 ASPHALT PAVEMENTREMOVALPROPOSED P-101 COLD MILLING (VARIABLEDEPTH)PROPOSED P-101 CONCRETE PAVEMENTREMOVALPROPOSED P-101 GRAVEL ROAD REMOVALEXX#B-#XXSHEET INDEXXXXXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "CONSTRUCTION NOTES" SHEET FORDEMOLITION NOTES.3. SAW CUT NEAT VERTICAL FACE (NO PAY ITEM).4. REFER TO "EROSION & SEDIMENT CONTROL"LAYOUT SHEETS FOR INSTALLATION OF EROSIONAND SEDIMENT CONTROL MEASURES.5. REMOVE EXISTING CABLE AND CONDUIT ASORDERED BY THE ENGINEER.6. LIMITS OF PAVEMENT REMOVAL AND MILLING AREAPPROXIMATE AND SHALL BE CONFIRMED IN THEFIELD BY THE CONTRACTOR.26+0027+0029+0030+0024+0025+0028+0031+0032+0026+0027+0029+0030+0024+0025+0028+0031+0032+0025+0028+0031+0029+5026+5025+0028+0031+0029+5026+50MATCHLINE SHEET 10B-5B-1B-6B-2TAXIWAY ABASELINE "A"150' RT300' RT450' RT150' RT300' RT450' RT23+5023+50PROTECT EXISTINGTIE-DOWNS TO REMAIN (TYP)PROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)STA 28+62.18,82.50' RTSTA 32+25.85, 17.50' RTEXISTING SELF-SERVEFUELING SYSTEM TO BERELOCATEDMHDenseDenseDenseMHMHTanksTankGuyGuyGuyDenseDenseDenseSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106E107E108E109111919ELEC.VAULTWELEC.VAULT24" RCPINV.=715.3915" RCPINV.=718.4915" RCPINV.=718.7324" RCPINV.=714.79HMH15" RCP15" RCPREMOVE TIE-DOWN AS ORDEREDBY THE ENGINEER. SEE"TIE-DOWN ANCHOR BLOCKREMOVAL DETAIL." (TYP)PROTECT EXISTINGTIE-DOWNS TO REMAIN (TYP)REMOVE EXISTING TIE DOWNMARKING TO A LEVEL OF85%-90% (TYP)END TAXIWAY CENTERLINEMARKING REMOVALSTA 32+00.0±, 0.0'± LTREMOVE TIE-DOWN AS ORDEREDBY THE ENGINEER. SEE"TIE-DOWN ANCHOR BLOCKREMOVAL DETAIL."REMOVE EXISTING SIGNTO BE RELOCATED ASORDERED BY THEENGINEER.LOCATE AND PROTECTEXISTING GASLINE TOREMAIN (TYP)NOTE 3 (TYP)NOTE 5REMOVE EXISTING ELECTRICAL PANEL.STOCKPILE AS ORDERED BY THE ENGINEER.LOCATE AND PROTECTEXISTING FIBER OPTICLINE TO REMAIN (TYP)XXXXXXXXXXXXXXXXXXXXXXXSTA 29+28.00, 148.00' RTSTA 29+45.61, 166.12' RTSTA 29+41.25, 181.00' RTSTA 29+45.73, 196.27' RTSTA 30+06.65, 214.14' RTSTA 31+88.51, 222.50' RTABANDON UNDERGROUND CABLEXXXXXXXXXXXXXXXXXXEXISTING PAVEMENT TO REMAINSTA 29+45.73, 82.50' RTNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 geom-pro.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020938 1" = 30'9 10PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DEM.dwg, L1, 11/27/2020 6:58:59 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTEXISTING TAXIWAY LIGHT TO BE REMOVEDFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING STORM DRAINEXISTING STORM DRAIN TO BE REMOVEDEXISTING DUCT BANK TO BE REMOVEDEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-101 ASPHALT PAVEMENTREMOVALPROPOSED P-101 COLD MILLING (VARIABLEDEPTH)PROPOSED P-101 CONCRETE PAVEMENTREMOVALPROPOSED P-101 GRAVEL ROAD REMOVALEXX#B-#XXSHEET INDEXXXXXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "CONSTRUCTION NOTES" SHEET FORDEMOLITION NOTES.3. SAW CUT NEAT VERTICAL FACE (NO PAY ITEM).4. REFER TO "EROSION & SEDIMENT CONTROL"LAYOUT SHEETS FOR INSTALLATION OF EROSIONAND SEDIMENT CONTROL MEASURES.5. REMOVE EXISTING CABLE AND CONDUIT ASORDERED BY THE ENGINEER.6. LIMITS OF PAVEMENT REMOVAL AND MILLING AREAPPROXIMATE AND SHALL BE CONFIRMED IN THEFIELD BY THE CONTRACTOR.33+0036+0039+0040+0041+0034+0035+0037+0038+0033+0036+0039+0040+0041+0034+0035+0037+0038+0040+0034+0037+0038+5035+5032+5040+0034+0037+0038+5035+5032+50MATCHLINE SHEET 9B-7B-3B-8B-4TAXIWAY ABASELINE "A"150' RT300' RT450' RT150' RT300' RT450' RTPROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)REMOVE EXISTING BASE MOUNTED MITL.STOCKPILE FIXTURE AS ORDERED BYTHE ENGINEER (TYP).REMOVE EXISTING BASEMOUNTED MITL. STOCKPILEFIXTURE AS ORDERED BYTHE ENGINEER (TYP).REMOVE EXISTING BASEMOUNTED MITL. STOCKPILEFIXTURE AS ORDERED BY THEENGINEER (TYP).NOTE 5 (TYP)STA 33+36.9±, 319.7'± RTSTA 33+10.10,70.26' RTSTA 33+93.45, 70.50' RTTankTankCBMHCBPipeTankTankPipePipePipePipePipe708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67HE118E119E120E201E203E20222ELEC.VAULTELEC. VAULTELEC. VAULTELEC. VAULTINV.=709.41STORMGRATE24" RCPINV.=710.35TELE. PED.36" RCPINV.=704.54"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGNSHMHMH15" RCPPROTECT EXISTING GRAVELACCESS ROAD TO REMAINPROTECT EXISTING CONCRETECHANNEL TO REMAINREMOVE EXISTINGCENTERLINE MARKING TO ALEVEL OF 95%-100% (TYP)END TAXIWAYCENTERLINE MARKINGREMOVALSTA 33+51.5±, 48.9'± LTREMOVE EXISTINGCENTERLINE MARKING TO ALEVEL OF 85%-90% (TYP)END TAXIWAY CENTERLINEMARKING REMOVALSTA 40+00.0±, 0.0'± RTPROTECT EXISTINGTIE-DOWNS TO REMAIN(TYP)PROTECT EXISTING UNDERGROUNDTELEPHONE LINE TO REMAIN (TYP)NOTE 3 (TYP)NOTE 3 (TYP)STA 34+71.5±, 17.50'± RTNOTE 3(TYP)REMOVE EXISTING PVC PIPE(NO SEPARATE PAY ITEM)REMOVE EXISTING 8" D.I.P (EXISTING FUEL FARMDRAINAGE PIPE) (NO SEPARATE PAY ITEM)NOTE 5END REMOVAL OF BEACONCONTROL CABLE AND CONDUITSTA 36+66.6±, 499.50'± RTABANDON CONTROL TO BEACON. INSTALLPHOTOCELL AT BEACON. COORDINATELOCATION WITH OWNER. COST INCIDENTALTO OVERALL DEMOLITION.ABANDONCABLE ANDCONDUITNOTE 5PROTECT EXISTINGOVERHEAD LIGHT TOREMAINSTA 34+09.7±, 82.5'± RTSTA 33+11.00, 82.50' RTSTA 33+11.00,117.50' RTSTA 33+11.00, 17.50' RTSTA 39+27.00, 17.50' RTSTA 38+22.57,110.72' RTSTA 38+00.03, 101.63' RTEND REMOVAL OFEXISTING AIRPORT FENCESTA 35+42.00, 554.00' RTEND REMOVAL OFEXISTING AIRPORT FENCESTA 34+73.00, 420.74' RTNOTE 5 (TYP)PROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)NOTE 5 (TYP)PROTECT EXISTING BASEMOUNTED MITL TO REMAIN (TYP)REMOVE EXISTING OVERHEAD LIGHT. STOCKPILEFIXTURE AS ORDERED BY THE ENGINEERR=10'STA 37+80.9±, 101.6'± RTSTA 37+80.7±, 113.6'± RTSTA 36+51.3±,101.6'± RTSTA 36+45.00, 123.00' RTSTA 36+60.50, 114.8' RTSTA 36+65.16, 113.63' RTNOTE 3 (TYP)STA 36+50.50, 274.00' RTSTA 36+38.00, 274.00' RTSTA 36+50.50,344.00' RTNOTE 5 (TYP)NOTE 5 (TYP)NOTE 5 (TYP)STA 35+23.5±,62.0'± RTREMOVE EXISTING SIGN TO BESTOCKPILED AS ORDERED BYTHE ENGINEER (TYP).STA 36+92.00, 113.63' RTSTA 36+92.00, 101.63' RTREMOVE TIE-DOWN AS ORDEREDBY THE ENGINEER. SEE"TIE-DOWN ANCHOR BLOCKREMOVAL DETAIL."REMOVE TIE-DOWN AS ORDEREDBY THE ENGINEER. SEE"TIE-DOWN ANCHOR BLOCKREMOVAL DETAIL."REMOVE EXISTING PVC PIPE(NO SEPARATE PAY ITEM)STA 34+12.14, 158.50' RTSTA 34+96.00, 236.00' RTSTA 35+71.00, 214.00' RTSTA 35+80.68, 181.00' RTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTA 33+10.49, 222.50' RTSTA 34+12.14, 217.83' RTSTA 35+28.63, 158.50' RTSTA 34+92.35, 147.86' RTSTA 33+10.49, 139.50' RTNOTE 3 (TYP)STA 35+74.08, 158.50' RTXXXXXREMOVE EXISTING 213 LF 18' RCPSTA 34+12.14, 239.85' RTPROTECT EXISTING ASPHALT TOREMAIN AS ACCESS ROADXREMOVE EXISTINGELECTRICAL HANDHOLE.STOCKPILE AS ORDERED BYTHE ENGINEER (TYP).PROTECT EXISTINGELECTRICAL HANDHOLE TO REMAIN.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXREMOVE EXISTING PVC PIPE(NO SEPARATE PAY ITEM)EXISTING PAVEMENT TO REMAINNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 geom-pro.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201038 1" = 30'9 10PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DEM.dwg, L2, 11/27/2020 6:59:03 AM, mrm
SCALE: 1"=20'FEET0204020LEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING AIRPORT PROPERTY LINEEXISTING STORM DRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TERMINAL BUILDING DEMOLITIONEXX#B-#SHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "PROJECT NOTES" SHEET FORDEMOLITION NOTES.3. REMOVE EXISTING TERMINAL BUILDING. PLUG ANYCONDUIT OR UTILITY HOLES.4. A UTILITY SHUT DOWN PLAN SHALL BE PREPAREDPRIOR TO DEMOLITION.5. THE CONTRACTOR SHALL COORDINATE WORK WITHOWNER, FREDERICK WATER AND OTHER AGENCIESAS REQUIRED.6. THE EXISTING WATER LINE SHALL BE CAREFULLYDISCONNECTED AT MAIN. REMOVE AND FURNISHEXISTING WATER MATERIALS TO FREDERICKWATER'S INSPECTOR.7. ALL WORK SHALL BE PER FREDERICK WATER'SINSPECTORS REQUIREMENTS.11NPipePipePipeH2211WD103D10115" RCP18" RCPD102.115" RCPD205.1SJS2S3JHCM18" SLCPPMHMHMHMHMH15" RCP15" RCP15" RCP15" RCP15" RCP15" CMPD203D202D20115" RCP15" RCP600' RT400' RT31+0034+0035+0032+0030+00500' RT33+00300' RT600' RT400' RT500' RT300' RT31+0034+0035+0032+0030+0033+00PROTECT FIBER OPTICLINE TO REMAIN (TYP)PROTECT APRONOVERHEAD LIGHT (TYP)PROTECT APRONOVERHEAD LIGHT (TYP)PROTECT 15" RCPTO REMAIN (TYP)PROTECT EXISTINGLIGHT TO REMAIN (TYP)PROTECT EXISTINGLIGHT TO REMAIN (TYP)PROTECT APRONOVERHEAD LIGHT (TYP)PROTECT UNDERGROUNDUTILITIES TO REMAIN.APPROXIMATE REMAINING PARKING LOTAFTER CONSTRUCTION OF REPLACEMENTTERMINAL BUILDING BY OTHERS.APPROXIMATE REMAINING PARKING LOTAFTER CONSTRUCTION OF REPLACEMENTTERMINAL BUILDING BY OTHERS.APPROXIMATE LOCATION OF REPLACEMENT TERMINALBUILDING WHICH WILL BE CONSTRUCTED BY OTHERSPRIOR TO THE DEMOLITION OF THE EXISTING BUILDINGIN THIS CONTRACT.CONFIRM TERMINATION OF PRIMARY POWER, TOOCCUR BY OTHERS PRIOR TO THIS WORK. THENCOORDINATE REMOVAL AND DISPOSAL OFTRANSFORMER WITH POWER COMPANY.DEMOLISH TERMINAL BUILDING ABOVE EXISTING FOUNDATION. REMOVE ALLABOVE-GRADE APPURTENANCES, TO INCLUDE CONDUITS, ANCHOR BOLTS,CARPET AND ALL FLOOR COVERINGS, AND PRESERVE EXISTING CONCRETEFLOOR AND FOUNDATION INTACT. FILL ANY SURFACE VOIDS, SUCH ASCONDUITS OR RACEWAYS, WITH NON-SHRINK GROUT FLUSH TO GRADE. THEFINAL PRODUCT SHALL BE THE EXISTING CONCRETE FLOOR SLAB FREE OFPEDESTRIAN TRIP-HAZARDS AS DETERMINED BY THE ENGINEER.NOTE 4NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex (17046PH2A).dwg; 18120 sheet-key.dwg IMAGES:DRAWING: 18120-DEM(PH2A).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) 652-8371RECONSTRUCT TERMINAL APRONDEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201138 1" = 20'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DEM(PH2A).dwg, L3, 11/27/2020 6:59:22 AM, mrm
FEETSCALE: 1"=40'8040400NLEGENDEXISTING STRUCTURE NUMBEREXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTFENCE GATE NUMBERBORING LOCATION (APPROX)EXISTING STORM DRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-101 ASPHALT PAVEMENTREMOVALPROPOSED P-101 COLD MILLING (VARIABLEDEPTH)EXX#B-#SHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "CONSTRUCTION NOTES" SHEET FORDEMOLITION NOTES.3. REFER TO "EROSION & SEDIMENT CONTROL"LAYOUT SHEETS FOR INSTALLATION OF EROSIONAND SEDIMENT CONTROL MEASURES.4. LIMITS OF PAVEMENT REMOVAL AND MILLING AREAPPROXIMATE AND SHALL BE CONFIRMED IN THEFIELD BY THE CONTRACTOR.29+0030+0033+0036+0039+0028+0031+0032+0034+0035+0037+0038+0028+0031+0034+0037+0038+5035+5032+5029+5028+0031+0034+0037+0038+5035+5032+5029+50B-5B-1B-6B-2B-7B-3B-8B-4TAXIWAY ABASELINE "A"TAXIWAY ABASELINE "A"150' RT300' RT450' RT150' RT300' RT450' RT150' LT150' LT29+0030+0033+0036+0039+0028+0031+0032+0034+0035+0037+0038+0010+0013+0014+0011+0012+0015+0010+0013+0014+0011+0012+0015+00TankTankMHTankTankMHHE108E109E118E119E116E117 CTERM14-322211HHWWMHMHELEC.VAULTELEC.VAULTELEC. VAULTELEC. VAULTELEC. VAULTELEC. PULLBOX ?36" RCPINV.=709.4136" RCPINV.=709.75STORMGRATE24" RCPINV.=710.35TELE. PED.RUN-WAYSIGN"14-32"ELEC. PULLBOX ?"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNELEC.VAULT24" RCPINV.=715.3924" RCPINV.=714.79RUN-WAY SIGN"14-32"STORM GRATETOP ELEV. = 713.9724" RCP INV. IN = 709.6424" RCP INV. OUT = 709.56"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGN"AIRCRAFT & AUTHORIZEDHHD201S10S10S10S10S3S1FUTURE PHASE 2 APRON PAVEMENT. DEMOLITION OFDRAINAGE ITEMS, UNDERGROUND UTILITIES, ETC. TO BECONFIRMED DURING FINAL DESIGN.D501D502D503D505D50818" RCP18" RCP30" RCP30" RCPD601D602D603D504D507D50624" RCP36" RCPNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 sheet-key.dwg; 18120 geom-pro PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 topo-pro PHA2.dwg IMAGES:DRAWING: 18120-DEM-PH2.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) 652-8371RECONSTRUCT TERMINAL APRONPRELIMINARY PHASE 2DEMOLITION PLANWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201238 1" = 40'12PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DEM-PH2.dwg, L1, 11/27/2020 6:59:43 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED TAXILANE SAFETY AREAPROPOSED TAXIWAY OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAFUTURE DEVELOPMENTPROPOSED FENCEPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTIONTSATLSATOFATLOFAXSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.3. THE CONTRACTOR SHALL FIELD STAKE ALL EDGESOF PAVEMENT PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.4. REFER TO "GENERAL LAYOUT" SHEET FORBENCHMARK INFORMATION.5. REFER TO "PAVEMENT TIE-IN DETAIL".6. REFER TO "OVERLAY TRANSITION DETAIL".7. REFER TO "FILLET WIDENING DETAIL".26+0027+0029+0030+0024+0025+0028+0031+0032+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFA26+0027+0029+0030+0024+0025+0028+0031+0032+00TOFATOFATOFATOFATSATSATSATSATSATSATSATSATOFATOFAMATCHLINE SHEET 1426+0027+0029+0030+0024+0025+0028+0031+0032+00TAXIWAY ABASELINE "A"25+0028+0031+0029+5026+5025+0028+0031+0029+5026+50150' RT300' RT450' RT150' RT300' RT450' RT23+5023+50STA 28+58.46, 320.00' RTSTA 27+50.85,227.68' RTSTA 27+57.88,251.67' RTSTA 27+81.87,244.63' RTSTA 27+74.84,220.64' RTSTA 28+62.00,182.00' RTSTA 28+62.18, 82.50' RTSTA 29+28.00, 148.00' RTSTA 29+18.32, 181.00' RTSTA 29+28.00,214.00' RTSTA 30+03.00, 236.00' RTSTA 31+88.00, 244.50' RTSTA 28+56.09, 268.50' RTSTA 27+35.33, 219.21' RTSTA 27+49.41,267.18' RTSTA 29+29.84, 82.50' RTSTA 28+62.02, 102.33' RTGuyGuyGuySHENANDOAH GAS COMPANYEXISTING 6" GASELINESTA 28+62.50, 489.50' RTSTA 30+80.74, 489.50' RTSTA 31+04.80, 489.84' RTSTA 29+50.00, 0.00' LTPHASE 1 & 2 TIE-INSTA 30+03.00, 126.00' RTSTA 31+88.00, 117.50' RTSTA 28+43.57, 187.46' RTSTA 28+54.00, 223.00' RTNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 geom-pro.dwg; 18120 sheet-key.dwg; 18120 geom-pro PHA2.dwg; 18120 plan-ex (17046PH2B).dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201338 1" = 30'1413PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GEO.dwg, L1, 11/27/2020 7:00:07 AM, mrm
33+0036+0039+0040+0041+0034+0035+0037+0038+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFA33+0036+0039+0040+0041+0034+0035+0037+0038+00TOFATOFATOFATOFATOFATSATSATSATSATSAMATCHLINE SHEET 1333+0036+0039+0040+0041+0034+0035+0037+0038+00TAXIWAY ABASELINE "A"40+0034+0037+0038+5035+5032+5040+0034+0037+0038+5035+5032+50150' RT300' RT450' RT150' RT300' RT450' RTSTA 35+50.00, 361.64'± RTSTA 33+36.86±, 319.69'± RTSTA 35+50.00, 320.00' RTSTA 35+50.00, 489.50' RTSTA 37+49.00, 489.50' RTSTA 37+49.00, 419.00' RTSTA 36+89.50,359.50' RTSTA 37+30.50, 344.00' RTSTA 37+30.50, 274.00' RTSTA 36+50.50, 274.00' RTSTA 36+38.00,274.00' RTSTA 36+45.00, 123.00' RTSTA 36+92.00, 113.63' RTSTA 36+51.27, 101.63' RTSTA 36+67.00, 48.00' RTSTA 37+42.00, 26.00' RTSTA 39+27.00, 17.50' RTSTA 34+96.00, 26.00' RTSTA 33+11.00, 17.50' RTSTA 35+71.00, 48.00' RTSTA 35+76.57, 67.00' RTSTA 35+72.03, 82.50' RTSTA 34+96.00, 126.00' RTSTA 35+71.00,148.00' RTSTA 34+96.00, 236.00' RTSTA 35+71.00,214.00' RTSTA 35+80.68,181.00' RTSTA 33+11.00, 244.50' RTSTA 38+00.03, 101.63' RTSTA 37+98.68, 113.63' RTSTA 38+22.57, 110.72' RTSTA 35+41.98, 554.00' RTSTA 39+27.00, 0.00' RTSTA 33+11.00, 0.00' LTSTA 33+34.31±, 351.00'± RTSTA 33+43.44±, 361.39'± RTSTA 34+09.60, 82.32' RTSTA 36+92.00, 101.63' RTSTA 36+55.47, 87.32' RTSTA 36+50.50, 344.00' RTSTA 36+71.50, 344.00' RTSTA 36+71.50, 359.50' RTSTA 36+89.50,344.00' RTSTA 37+27.67, 397.67' RTSTA 37+010.00, 380.00' RTSTA 34+12.14, 239.85' RTFUTURE PAVEMENT EDGESHOWN FOR REFERENCEFUTURE TSA AND TOFA SHOWNFOR REFERENCE ONLY.STA 37+18.48, 371.51' RTSTA 37+36.16, 389.19' RTSTA 36+90.51, 274.00' RTSTA 36+91.50, 344.67' RTSTA 33+30.99, 118.38' RTSTA 33+31.00, 82.50' RTTankTankTankTank40'PHASE 1 & 2 TIE-INSTA 33+11.00, 117.50' RTSCALE: 1"=30'300FEET3060NLEGENDEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED TAXIWAY SAFETY AREAPROPOSED TAXILANE SAFETY AREAPROPOSED TAXIWAY OBJECT FREE AREAPROPOSED TAXILANE OBJECT FREE AREAFUTURE DEVELOPMENTPROPOSED FENCEPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTIONTSATLSATOFATLOFAXSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.3. THE CONTRACTOR SHALL FIELD STAKE ALL EDGESOF PAVEMENT PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE IMMEDIATELYREPORTED TO THE ENGINEER.4. REFER TO "GENERAL LAYOUT" SHEET FORBENCHMARK INFORMATION.5. REFER TO "PAVEMENT TIE-IN DETAIL".6. REFER TO "OVERLAY TRANSITION DETAIL".7. REFER TO "FILLET WIDENING DETAIL".NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 geom-pro.dwg; 18120 sheet-key.dwg; 18120 geom-pro PHA2.dwg; 18120 plan-ex (17046PH2B).dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONGEOMETRIC LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201438 1" = 30'1413PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GEO.dwg, L2, 11/27/2020 7:00:10 AM, mrm
MHDenseDenseDenseMHMHMHGuyMHGuyMHGuyDenseDenseDenseSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106E107E108E109TERM 14-32111919ELEC.VAULTW"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNELEC.VAULT24" RCPINV.=715.3915" RCPINV.=718.4915" RCPINV.=718.73"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGN24" RCPINV.=714.79RUN-WAY SIGN"14-32"HMH15" RCP15" RCP72072072072072572
0
725730730715.3717.7717.7715.7716.1718.6718.2716.9718.7718.2718.6718.8719.5719.4720.2716.1720.1719.8719.7718.8717.8719.5719.5718.8718.2717.9723.6724.4718.4718.8719.3718.6717.3718.3719.1719.6716.8715.5718.3719.8719.1727.4722.7722.6722.9723.3722.7719.5722.3722.4724.1724.4723.7724.8723.6727.5728.6728.2729.1729.1728.7729.2729.2729.1728.2727.3725.2728.6725.9726.6728.9729.1727.2725.7726.6728.4724.6724.4724.4722.6724.6728.4728.9727.7731.3735.6735.6725.5723.9724.8732.7734.8729.4730730.2731.4731.3731.5733.4733.3732.3732.2732.4731.6731.6727.8728.2728.6728.2731.1731.4732.7729.8714.9735.1720717718719721MATCHLINE SHEET 1626+0027+0029+0030+0024+0025+0028+0031+0032+00TAXIWAY ABASELINE "A"B-5B-1B-6B-225+0028+0031+0029+5026+5025+0028+0031+0029+5026+50150' RT300' RT450' RT150' RT300' RT450' RT23+5023+5018" RCP18" RCPD503D502D501LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD502A72071971972072172172272372472572672772872072072072572018" RCPDRAINAGE SUMMARYD501 VDOT STD. DI-7, DROP INLETW/ TYPE A-1 GRATETOP INLET ELEV.= 719.3018” INV. OUT= 716.30D502A VDOT STD. DI-7, DROP INLETW/ TYPE A-1 GRATETOP INLET ELEV.= 719.5018” INV. OUT= 716.50D502 VDOT STD. DI-7, DROP INLETW/ TYPE A-1 GRATETOP INLET ELEV.= 719.4318" INV. IN (D502A)= 716.0018" INV. IN (D501)= 715.9518” INV. OUT= 715.93D503 VDOT STD. ES-1, 18" END SECTION18” INV. = 715.50PIPE SUMMARYD501 - D502 104 LF - 18” RCP, CLASS VSLOPE = 0.34%D502A - D502 88 LF - 18” RCP, CLASS IIISLOPE = 0.57%D502 - D503 112 LF - 18” RCP, CLASS VSLOPE = 0.38%NOTE 5 (TYP)PLACE CLASS I RIP-RAP OUTLETPROTECTION TO 12" DEPTH AND TOLIMITS AS ORDERED BY THE ENGINEER.14' X 9' (APPROXIMATELY 15 SY)727.06719.95719.62720.05719.53719.64721.03719.50719.50718.58718.52721.15721.04719.54720.10719.41719.46719.26718.44720.30720.93721.08 720.83 720.58 720.33 720.08719.93720.18720.43720.68720.02 719.77719.09719.20719.33 719.24719.46 719.40719.61 719.53719.76 719.65719.89 719.78720.01 719.90720.12 720.00719.54 719.45719.67 719.58719.78719.90 719.81719.69 719.60719.72719.47 719.35719.49719.62 719.53719.25 719.10719.26719.43 719.32719.14718.97 718.84719.04719.23 719.14718.94718.74 718.64 718.54718.85719.05 718.96718.75718.44718.66718.88 718.78718.55718.31719.36719.17719.03718.89718.77718.68718.58718.26720.20 720.08719.99719.90719.82719.73 719.64719.56719.47719.38719.30719.21 719.13719.05 718.97719.39EXISTING PAVEMENT TO REMAINSCALE: 1"=30'300FEET3060NLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED FLARED END SECTIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTIONB-#918.33905.44EXXDXXLODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "DEMOLITION PLAN" SHEET FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3. REFER TO "ELECTRICAL LAYOUT" SHEET FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4. REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.5. SAWCUT NEAT VERTICAL FACE. MATCH EXISTINGGRADE. SEE PAVEMENT AND OVERLAY TIE-INDETAILS.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-ex PHA1.dwg; 18120 sheet-key.dwg; 18120 geom-pro.dwg; 18120 plan-ex.dwg; 18120 topo-pro PHA1.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONGRADING & DRAINAGE -PHASE 1WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201538 1" = 30'1615PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GRD.dwg, L1, 11/27/2020 7:00:36 AM, mrm
XXXXXXXTankTankCBMHCBPipeTankTankPipePipeMHPipePipePipe708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67HE118E119E120E201E203E20222ELEC. VAULTELEC. VAULTSTORMGRATE24" RCPINV.=710.35TELE. PED.36" RCPINV.=704.54STORM GRATETOP ELEV. = 713.9724" RCP INV. IN = 709.6424" RCP INV. OUT = 709.56"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGN36" RCP INV. IN = 703.8436" RCP INV. OUT = 703.76D101SJHCM18" SLCPPMHMHMHMHMH15" RCP15" RCP15" RCP7107107
1
5710715720715 715715720720708.9708.4707.5708.6708.7708.5708.9708.4708.8709.1706.7706.5712.6708.6708.7711.1713.4713.8713.4713.7706.2706.2707.4708.7709.2709.2708.9708.7709.2708.8708.8708.9709.1709.1708.1708.5705.4705.6708.4709.1706.7709.6713.6713.7714.6714.4711.9712.4714.4714.7715.3714.7713.7715.6715.4715.2704.9708.1709.2709.1709.2708.7708.4706.7704.4724.1724.1724.1723.2716.8715.5715.2716.3715.5716.7716.6716.6715.7715.2713.9714.4716.8717.4719.2719.3716.9717.9718.3718.4718.6718.4717.9718.6719.4719.4720.1719.7720.2719.4719.2718.8718.9719.2715.6714.2713.3713.5716.1708.9708.9703.9723.1714712713713712715720714716717718719MATCHLINE SHEET 1533+0036+0039+0040+0041+0034+0035+0037+0038+00TAXIWAY ABASELINE "A"B-7B-3B-8B-440+0034+0038+5035+5032+5040+0034+0037+0038+5035+5032+50150' RT300' RT450' RT150' RT300' RT450' RTLODLODLODLODLODLODLODLODLODLODLOD30" RCP18" RCP18" RCPD505D504D601D602D60330" RCP6" PVCLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD506D507D50824" RCP36" RCP716717718715714715717714716715714713712711716710712713714714715715714715716715715716717715716713713713600' RTNOTE 5 (TYP)PROTECT EXISTINGSTRUCTURE TO REMAINDRAINAGE SUMMARYD504 VDOT DI-7 DROP INLET W/ TYPE A-1 GRATETOP INLET ELEV.= 713.5030” INV. OUT= 709.64D505 96” DIAMETER AIRCRAFT RATED DROP INLET(INCLUDE 6" RISER RING TO STOCKPILE)TOP INLET ELEV.= 713.50EXISTING 24” INV. IN= 709.0830" INV. IN= 709.0830” INV. OUT= 709.04D506 VDOT STD. DI-7 DROP INLETW/ TYPE A-1 GRATETOP INLET ELEV.= 712.0024” INV. OUT= 708.90D507 72” DIAMETER AIRCRAFT RATED DROP INLETTOP INLET ELEV.= 712.0024” INV. IN= 708.1030" INV. IN= 708.1036” INV. OUT= 708.00D508 VDOT STD. ES-1, 36" END SECTION36” INV.= 707.90D601 48” DIAMETER AIRCRAFT RATED DROP INLETTOP INLET ELEV.= 715.2018” INV. OUT= 711.33D602 84" DIAMETER MANHOLE WITH FUEL TRAP(SEE "FUEL/OIL TRAP STRUCTURE" DETAIL)TOP MH ELEV.= 715.00STRUCTURE BOTTOM= 704.006” INV. IN= 712.3018” INV. IN= 710.8018” INV. OUT= 710.50D603 VDOT STD. ES-1, 18" END SECTION18” INV. = 706.00PIPE SUMMARYD504 - D505 136 LF - 30” RCP, CLASS VSLOPE = 0.41%D505 - D507 200 LF - 30” RCP, CLASS VSLOPE = 0.47%D506 - D507 160 LF - 24” RCP, CLASS VSLOPE = 0.50%D507 - D508 28 LF - 36” RCP, CLASS VSLOPE = 0.36%D601 - D602 44 LF - 18” RCP, CLASS IIISLOPE = 1.20%D602 - D603 94 LF - 18” RCP, CLASS IIISLOPE = 4.8%NOTE 5 (TYP)FULL DEPTH PAVEMENT REPAIRAREA DISTURBED BY INSTALLINGPROPOSED DRAINAGE PIPE ANDSTRUCTURE. 10' WIDE MIN. WIDTH.SEE "FULL DEPTH PAVEMENTREPAIR DETAIL"PROVIDE PAVED CONCRETE TRANSITIONTO EXISTING CHANNEL (NO SEPARATEPAY ITEM)PLACE CLASS I RIP-RAP OUTLETPROTECTION TO 12" DEPTH AND TOLIMITS AS ORDERED BY THE ENGINEER.W1 X W2 X L = 9' X 14.5' X 14'(APPROXIMATELY 18.5 SY)717.98716.03715.32715.05716.94714.91715.24718.78718.55718.31 718.23718.46718.70 718.62718.15718.39718.54718.31718.08718.44718.19717.95 717.80718.00718.20717.52 717.19717.73 717.42717.93 717.64 717.35 717.07717.11 716.83716.86 716.59 716.36716.61716.86 716.66716.40716.15716.46 716.26 716.07 715.87 715.67715.43715.63715.83716.02716.21715.21715.40715.60715.78715.97715.55 715.38 715.20 715.03714.86715.03715.21714.69714.86714.69 714.52714.36714.54714.19 714.03714.32714.49714.68714.86714.66714.84715.05715.01715.18715.35715.40715.63715.84716.14716.34715.63715.88716.00716.30716.51716.18 715.99 715.72718.26 718.18 718.10717.75717.45716.47716.23715.75714.98715.13714.35713.60713.70713.82718.38718.44 718.18 717.92718.10 717.83 717.56717.66 717.40717.28 717.08717.21 717.01716.88 716.68716.81 716.61716.48 716.29 716.09 715.89716.44 716.26 716.08716.59 716.43 716.28 716.12716.74 716.60 716.47 716.33 716.19 716.20715.95716.49716.71716.93716.89716.66716.90716.66716.42716.55716.76716.97717.04716.85716.66716.77716.94717.04716.89717.11717.19716.74716.87717.00717.13717.26717.33 717.27 717.21 717.15 717.10 717.04 717.03 717.06 717.10716.98716.76716.50716.43716.05716.25715.97715.80 715.80715.71715.80715.67715.52715.30715.46713.73714.37714.21714.11714.56714.29714.12713.95 713.83713.50713.59713.71713.88712.68712.96713.17713.33713.47713.65713.83714.03714.26715.57 715.40 715.20 715.01 714.81 714.60714.41714.20 713.97 713.77 713.57 713.39 713.24 713.07 712.85 712.68 712.51 712.28 712.03 711.79 711.56 711.32 711.05713.10712.08714.34714.15714.71712.34712.90712.27711.72711.20710.68713.45712.35712.74713.12713.47713.49713.53713.49713.50713.48715.49713.84713.85714.16714.70715.33715.86716.20716.27716.34716.36716.75716.81716.83716.86716.93716.96717.06716.80716.39716.29718.97718.88718.80718.72 718.63716.50SEE "FUEL TRUCK PARKING DETAILS" SHEETFOR FUEL TRUCK PARKING AND SELF-SERVEPAD SPOT ELEVATIONSEXISTING PAVEMENT TO REMAINSCALE: 1"=30'300FEET3060NLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETPROPOSED FLARED END SECTIONEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTIONB-#918.33905.44EXXDXXLODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "DEMOLITION PLAN" SHEET FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3. REFER TO "ELECTRICAL LAYOUT" SHEET FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4. REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.5. SAWCUT NEAT VERTICAL FACE. MATCH EXISTINGGRADE. SEE PAVEMENT AND OVERLAY TIE-INDETAILS.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-ex PHA1.dwg; 18120 sheet-key.dwg; 18120 geom-pro.dwg; 18120 plan-ex.dwg; 18120 topo-pro PHA1.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONGRADING & DRAINAGE -PHASE 1WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201638 1" = 30'1615PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GRD.dwg, L2, 11/27/2020 7:00:41 AM, mrm
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SF SFSFSFSFSFSFSFSFSFMINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER TYP.SEE "SILT FENCE ROCK CHECK DAM DETAIL"(NO SEPARATE PAY ITEM)PLACE VDOT EC-2 SOIL STABILIZATION MATTINGON SLOPES OF STOCKPILE AS SHOWN OR ASSPECIFIED BY THE ENGINEERMINIMUM 10' LONG SILT FENCE ROCKCHECK DAM. PLACE IN LOW AREAS OF SILTFENCE OR AS ORDERED BY THE ENGINEER.SEE "SILT FENCE ROCK CHECK DAM DETAIL"(NO SEPARATE PAY ITEM)STOCKPILE CAPACITY: ± 13,000 CYMAX HEIGHT MAY VARY DUE TO EXCESSWASTE MATERIAL, SIDE SLOPES SHALLBE NO GREATER THAN 4:1MAXIMUM STOCKPILE ELEVATION: 720.00SEE "STONECONSTRUCTIONENTRANCE DETAIL"STA 74+76.09, 276.05' RTSTA 71+74.93, 392.48' RTSTA 71+30.51, 425.11' RTSTA 71+09.57, 523.46' RTSTA 73+61.04, 490.45' RTSTA 74+22.19, 486.60' RTSTA 75+00.11, 437.44' RTSTA 75+23.14, 350.32' RTAIRPORT ROADROUTE 645EXISTING RIPRAPEXISTING RIPRAPAIRPORT RD - RT 645SCALE: 1"=20'FEET0204020SHEET INDEXLEGENDEXISTING SPOT ELEVATIONEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING ENDWALL/HEADWALL/WINGWALLEXISTING STORM MANHOLEEXISTING SLIDING GATESTONE CONSTRUCTION ENTRANCEFENCE GATE NUMBEREXISTING STORM DRAINEXISTING DITCHEXISTING FENCEPROPOSED SILT FENCELIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY PROTECTION ZONESOIL STABILIZATION MATTINGSILT FENCE ROCK CHECK DAM918.33EXX1SFLODNOTE1. ALL STATIONS AND OFFSETS ARE BASED ONBASELINE “A” UNLESS OTHERWISE NOTED.2. FINAL CONTOURS SHOWN IN STOCKPILEGRADING SITE ARE APPROXIMATE. FINAL GRADESSHALL BE ADJUSTED BASED ON REQUIREDMATERIAL FOR EMBANKMENT.3. FINAL STOCKPILE GRADING SITE SHALL MAINTAINPOSITIVE DRAINAGE AND PRESERVE EXISTINGDRAINAGE PATTERNS.4. SEED AND MULCH IN ACCORDANCE WITH ITEMT-901 AND T-908 OF THE SPECIFICATIONS.5. INSTALL CONSTRUCTION ENTRANCE ASREQUIRED TO PREVENT TRACKING OF MATERIALONTO PRIVATE OR PUBLIC PAVEMENTS.N1718NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-pro PHA1.dwg; 18120 plan-ex.dwg; 18120 topo-ex.dwg IMAGES:DRAWING: 18120-WTA.dwg LAYOUT: L1DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:DOAV 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) 652-8371RECONSTRUCT TERMINAL APRONSTOCKPILE GRADING SITEWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201738 1" = 20'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-WTA.dwg, L1, 11/27/2020 7:01:05 AM, mrm
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LOD SSSE146E164E165690685670675690680685685680675670680675670PLACE VDOT EC-2 SOIL STABILIZATION MATTINGON SLOPES GREATER THAN 4:1 OR AS SPECIFIEDBY THE ENGINEERSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
MINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER. SEE"SILT FENCE ROCK CHECK DAM DETAIL" (NOSEPARATE PAY ITEM)689688687686685684683682681680679678677676675674673672671670669SEE "EXISTING 'AIRPORT BASIN' DETAIL" ONTHE STORMWATER SHEET D6 FORREVISED 24-HOUR STORM HIGH WATERELEVATIONSSTA 79+34.74, 338.68' LTSTA 79+70.21, 348.29' LTSTA 79+71.11, 444.11' LTSTA 79+19.05, 502.84' LTSTA 78+34.06, 536.40' LTSTA 78+06.87, 520.55' LTVICTORY LN - RT 728SCALE: 1"=20'FEET0204020SHEET INDEXLEGENDEXISTING SPOT ELEVATIONEXISTING STRUCTURE NUMBEREXISTING DROP INLETEXISTING FLARED END SECTIONEXISTING ENDWALL/HEADWALL/WINGWALLEXISTING STORM MANHOLEEXISTING SLIDING GATESTONE CONSTRUCTION ENTRANCEFENCE GATE NUMBERPROPOSED CULVERT INLET PROTECTIONEXISTING STORM DRAINEXISTING DITCHEXISTING FENCEPROPOSED SILT FENCELIMITS OF DISTURBANCEEXISTING AIRPORT PROPERTY LINEEXISTING RUNWAY PROTECTION ZONESOIL STABILIZATION MATTINGSILT FENCE ROCK CHECK DAM918.33EXX1SFLODNOTE1. ALL STATIONS AND OFFSETS ARE BASED ONBASELINE “A” UNLESS OTHERWISE NOTED.2. FINAL CONTOURS SHOWN IN BASIN GRADING SITEARE APPROXIMATE. FINAL GRADES SHALL BEADJUSTED BASED ON REQUIRED MATERIAL FOREMBANKMENT.3. FINAL BASIN GRADING SITE SHALL MAINTAINPOSITIVE DRAINAGE AND PRESERVE EXISTINGDRAINAGE PATTERNS.4. SEED AND MULCH IN ACCORDANCE WITH ITEMT-901 AND T-908 OF THE SPECIFICATIONS.5. INSTALL CONSTRUCTION ENTRANCE ASREQUIRED TO PREVENT TRACKING OF MATERIALONTO PRIVATE OR PUBLIC PAVEMENTS.N1718NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-pro PHA1.dwg; 18120 plan-ex.dwg; 18120 topo-ex.dwg IMAGES:DRAWING: 18120-WTA.dwg LAYOUT: L2DELTA AIRPORTJOB NO.SHEETDATE:SCALE:DESIGNED BY:DRAWN BY:DOAV 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) 652-8371RECONSTRUCT TERMINAL APRONBASIN GRADING SITEWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201838 1" = 20'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-WTA.dwg, L2, 11/27/2020 7:01:11 AM, mrm
TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFAMATCHLINE SHEET 16B-5B-1B-6B-225+0028+0031+0029+5026+5025+0028+0031+0029+5026+50150' RT300' RT450' RT150' RT300' RT450' RT23+5023+50D501D502D50318" RCP18" RCPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD502A720721717718719719718720721722723724725717717718720720LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD720718BEGIN GRASS CHANNEL #1,STA 30+00, 181.14' RT 7307307257187197207217227257207287197257247237267277287357307307257257207197187207207207197187187157167167177207197207177187197197207187197207177187197207177
2
0719
71
9 7207
2
1 721722723724725726727728 MHMHDenseDenseDenseMHMHMHGuyMHGuyDebrisMHGuyDenseDenseDenseDebrisMHSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE1061119198" WATER MAIN"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNINV.=715.3915" RCPINV.=718.49"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGND206D205D203D202D201D204S10S10S10S10S10S10NOTE: FINAL INTERFACE WITHFUTURE TERMINAL MAY REQUIREADJUSTMENTS FOR BUILDINGAS-BUILT CONDITIONS.720.20720.29720.42720.54720.67720.79720.92 720.81720.69720.56720.44720.31720.19720.09 720.00 719.91 719.83 719.74 719.65 719.57 719.48 719.39 719.31 719.22 719.14 719.06718.97719.06719.16719.27719.39719.27719.15719.24719.32719.40719.49719.58719.66719.75719.84719.93720.01720.10720.22 720.14 720.05 719.96 719.88 719.79 719.70 719.62 719.53 719.44 719.36719.49719.57719.65719.74719.83719.91720.00720.09720.18720.26720.35720.47720.60720.72 720.64720.51720.39 720.30720.43720.55 720.46720.34720.21 720.13720.25720.38 720.29720.16720.04 719.95720.08720.20 720.12719.99719.87 719.78719.90720.03719.69719.82719.94 719.86719.74719.61 719.51719.63719.76719.59719.48719.38721.02 720.91 720.82 720.74 720.65 720.56 720.48 720.39 720.30 720.22 720.13 720.04 719.96 719.86719.68721.11721.01720.89720.76720.64720.52720.41720.31718.25715.34715.75716.17716.58716.98719.53719.75720.12720.73721.05719.43719.61719.75718.89 718.75 718.64718.53717.63717.48717.14717.28717.70717.83717.97718.11718.25718.38718.49718.60718.79718.84718.69717.33717.18717.05717.19717.61717.75717.89718.03718.16718.30718.41718.52718.68718.95719.00719.11719.82719.62717.42717.56717.33717.47715.34715.75716.17716.58716.98718.13718.05717.93717.78GRASS CHANNEL #1SEE "STORMWATER QUALITY" SHEET D8718.94 718.86 718.82SCALE: 1"=30'300FEET3060NLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 TYPE A PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED GRASS CHANNEL BMP LIMITSB-#918.33905.44EXXDXXLODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "DEMOLITION PLAN" SHEET FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3. REFER TO "ELECTRICAL LAYOUT" SHEET FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4. REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 sheet-key.dwg; 18120 topo-pro PHA2.dwg; 18120 topo-ex PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 geom-pro PHA2.dwg IMAGES:DRAWING: 18120-GRD-PHA2.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) 652-8371RECONSTRUCT TERMINAL APRONGRADING & DRAINAGE -PHASE 2WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20201938 1" = 30'2019PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GRD-PHA2.dwg, L1, 11/27/2020 7:01:41 AM, mrm
33+0036+0039+0040+0041+0034+0035+0037+0038+00TLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFATLOFAMATCHLINE SHEET 1533+0036+0039+0040+0041+0034+0035+0037+0038+00TAXIWAY ABASELINE "A"B-7B-3B-8B-440+0034+0037+0038+5035+5032+50150' RT300' RT450' RT150' RT300' RT450' RTD505D50830" RCP30" RCPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD601D602D603D504D507D50624" RCP36" RCP717718719715714716716715716717LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD717718719END GRASS CHANNEL #1,STA 34+50.00, 181.01' RT 7157107157177167157157107107107117107167177087097097157207127137147167177187197187157167177187147187167177187
1
5
71471571671
5
714
713
7
1
2 714TankTankMHTankTankMH708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67E118E119E120E201E203E20222STORMGRATE24" RCPINV.=710.35TELE. PED.36" RCPINV.=704.54STORM GRATETOP ELEV. = 713.9724" RCP INV. IN = 709.6424" RCP INV. OUT = 709.56"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGN"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGN36" RCP INV. IN = 703.8436" RCP INV. OUT = 703.76D101S10S10S10NOTE: FINAL INTERFACE WITHFUTURE TERMINAL MAY REQUIREADJUSTMENTS FOR BUILDINGAS-BUILT CONDITIONS.716.58718.89 718.80 718.72 718.60718.64718.69 718.45 718.19 717.95 717.69 717.46 717.26 717.06 716.87717.00717.19717.38717.58717.80718.05718.27718.52718.74718.82718.76718.86718.88719.02718.94719.05718.96719.13719.23719.32719.42 719.25719.17719.09 718.95719.01719.08 718.90718.85718.80 718.58718.65718.71 718.51718.43718.35 718.14718.23718.32 718.13718.02717.91 717.70717.82717.93 717.75717.63717.50 717.31717.44717.56717.12717.25717.38719.49 719.31 719.13 718.94 718.76 718.58 718.39 718.21 718.00 717.85 717.66 717.48713.68714.09714.51714.92716.67716.85717.00716.74716.89717.04716.91716.58716.76713.68714.09714.51714.92GRASS CHANNEL #1SEE "STORMWATER QUALITY" SHEET D8SCALE: 1"=30'300FEET3060NLEGENDBORING LOCATION (APPROX)EXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING AIRFIELD GUIDANCE SIGNEXISTING TAXIWAY LIGHTLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREAPROPOSED P-401 TYPE A PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED GRASS CHANNEL BMP LIMITSB-#918.33905.44EXXDXXLODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. REFER TO "DEMOLITION PLAN" SHEET FORPAVEMENT REMOVAL AND MILLING LIMITS, ANDREMOVAL OF EXISTING STRUCTURES, LIGHTS, ETC.3. REFER TO "ELECTRICAL LAYOUT" SHEET FORLOCATION AND DIMENSIONS OF PROPOSEDELECTRICAL ITEMS.4. REFER TO "EROSION AND SEDIMENT CONTROLLAYOUT" SHEETS FOR INSTALLATION OFPROPOSED EROSION AND SEDIMENT CONTROLMEASURES.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 sheet-key.dwg; 18120 topo-pro PHA2.dwg; 18120 topo-ex PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 geom-pro PHA2.dwg IMAGES:DRAWING: 18120-GRD-PHA2.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) 652-8371RECONSTRUCT TERMINAL APRONGRADING & DRAINAGE -PHASE 2WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202038 1" = 30'2019PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-GRD-PHA2.dwg, L2, 11/27/2020 7:01:47 AM, mrm
26+0027+0029+0030+0024+0025+0028+0031+0032+0026+0027+0029+0030+0024+0025+0028+0031+0032+00MHDenseDenseDenseMHMHTanksTankMHGuyMHGuyMHGuyDenseDenseDenseSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106E107E108111919W24" RCPINV.=715.3915" RCPINV.=718.4915" RCPINV.=718.73HMH15" RCP15" RCPMATCHLINE SHEET 22TAXIWAY ABASELINE "A"18" RCP18" RCPD503D502D501LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD502A72071971972072172172272372472572672772872072072072572018" RCP31+0029+5026+5025+0028+0031+0029+5026+50150' RT300' RT150' RT300' RT450' RT23+5023+5072072072072572
0
725730730725730720716717718719720717718719721EC-2600' RT450' RT600' RTPROPOSED CLASS I RIPIRAP OUTLET PROTECTION14' X 9'SFSF SF SF SF SFSTA 28+21.60, 345.29' RTSTA 29+27.64, 345.29' RTSTA 29+27.57, 320.20' RTSTA 28+14.03, 64.38' RTSTA 27+99.31, 66.40' RTSTA 27+92.03, 57.75' RTSTA 28+02.35, 56.73' RTSCALE: 1"=30'300FEET3060NLEGENDEXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING WATER VALVEPROPOSED GATE VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING RUNWAY LIGHTEXISTING TAXIWAY LIGHTFENCE GATE NUMBERPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED CLASS I RIPRAPPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTION918.33905.44EXXDXXSCOW1LODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE REPORTED TO THEENGINEER.3. EROSION AND SEDIMENT CONTROL MEASURESFOR WASTE AREA AND BASIN GRADING ARESHOWN ON THE CORRESPONDING GRADING ANDDRAINAGE LAYOUT SHEETS.EC-2NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 topo-pro PHA1.dwg; 18120 topo-ex PHA1.dwg; 18120 geom-pro.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL - PHASE 1WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202138 1" = 30'15 16PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESC1.dwg, L1, 11/27/2020 7:02:16 AM, mrm
33+0036+0039+0040+0041+0034+0035+0037+0038+00XXXXXXX33+0036+0039+0040+0041+0034+0035+0037+0038+00TankTankCBMHCBPipeTankTankPipePipeMHPipePipePipe708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67HE118E119E120E201E203E20222STORMGRATE24" RCPINV.=710.3524" RCPINV.=708.01TELE. PED.36" RCPINV.=704.54STORM GRATETOP ELEV. = 713.9724" RCP INV. IN = 709.6424" RCP INV. OUT = 709.5636" RCP INV. IN = 703.8436" RCP INV. OUT = 703.76D101SJHCM18" SLCPPMHMHMHMHMH15" RCP15" RCP15" RCPMATCHLINE SHEET 21TAXIWAY ABASELINE "A"LODLODLODLODLODLODLODLODLODLODLOD30" RCP18" RCP18" RCPD505D504D601D602D60330" RCP6" PVCLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD506D507D50824" RCP36" RCP71671771871571471571771471671571471371271171671071271371471471571571471571671571571671771571671371371338+5035+5032+5040+0034+0037+0038+5035+5032+50150' RT300' RT450' RT150' RT300' RT450' RT600' RTSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF7107107
1
5710715720715 715715720720714712713713712715720714716717718719EC-2PROPOSED CLASS I RIPIRAP OUTLET PROTECTIONW1 X W2 X L = 9' X 14.6' X 14'MINIMUM 10' LONG SILT FENCE ROCKCHECK DAM. PLACE IN LOW AREAS OF SILTFENCE OR AS ORDERED BY THE ENGINEER.SEE "SILT FENCE ROCK CHECK DAM DETAIL".(NO SEPARATE PAY ITEM)MINIMUM 10' LONG SILT FENCE ROCKCHECK DAM. PLACE IN LOW AREAS OF SILTFENCE OR AS ORDERED BY THE ENGINEER.SEE "SILT FENCE ROCK CHECK DAM DETAIL".(NO SEPARATE PAY ITEM)MINIMUM 10' LONG SILT FENCE ROCKCHECK DAM. PLACE IN LOW AREAS OF SILTFENCE OR AS ORDERED BY THE ENGINEER.SEE "SILT FENCE ROCK CHECK DAM DETAIL".(NO SEPARATE PAY ITEM)STA 38+12.26, 117.63' RTSTA 37+89.95, 182.36' RTSTA 37+42.00, 220.61' RTSTA 37+44.26, 341.98' RTSTA 37+60.49, 343.36' RTSTA 37+79.19, 357.72' RTSTA 37+77.87, 532.59' RTSTA 37+48.89, 579.44' RTSTA 35+56.69, 600.37' RTSTA 35+45.88, 593.27' RTSTA 35+44.62, 553.09' RTSTA 35+34.28, 562.31' RTSTA 35+15.44, 517.83' RTSTA 35+01.57, 518.27' RTSTA 34+77.13, 443.02' RTSCALE: 1"=30'300FEET3060NLEGENDEXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING WATER VALVEPROPOSED GATE VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING RUNWAY LIGHTEXISTING TAXIWAY LIGHTFENCE GATE NUMBERPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONLIMITS OF DISTURBANCEEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED CLASS I RIPRAPPROPOSED P-401 TYPE A PAVEMENTPROPOSED P-401 TYPE B PAVEMENTPROPOSED P-401 TYPE C PAVEMENTPROPOSED P-401 TYPE D PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED R-316 HYDRAULIC CEMENTCONCRETE PAVEMENTPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-INPROPOSED P-401 ACCESS ROADRECONSTRUCTION918.33905.44EXXDXXSCOW1LODSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE REPORTED TO THEENGINEER.3. EROSION AND SEDIMENT CONTROL MEASURESFOR WASTE AREA AND BASIN GRADING ARESHOWN ON THE CORRESPONDING GRADING ANDDRAINAGE LAYOUT SHEETS.EC-2NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex.dwg; 18120 sheet-key.dwg; 18120 topo-pro PHA1.dwg; 18120 topo-ex PHA1.dwg; 18120 geom-pro.dwg IMAGES:DRAWING: 18120-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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL - PHASE 1WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202238 1" = 30'15 16PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESC1.dwg, L2, 11/27/2020 7:02:21 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING WATER VALVEPROPOSED GATE VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING RUNWAY LIGHTEXISTING TAXIWAY LIGHTFENCE GATE NUMBERPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONLIMITS OF DISTURBANCEPROPOSED SILT SOCKEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED P-401 TYPE A PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-IN918.33905.44EXXDXXSCOW1LODSSSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE REPORTED TO THEENGINEER.3. EROSION AND SEDIMENT CONTROL MEASURESFOR WASTE AREA AND BASIN GRADING ARESHOWN ON THE CORRESPONDING GRADING ANDDRAINAGE LAYOUT SHEETS.EC-2MATCHLINE SHEET 22D501D502D50318" RCP18" RCPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD502A720721717718719719718720721722723724725717717718720720LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD72071825+0028+0031+0029+5026+5025+0028+0031+0029+5026+50150' RT300' RT450' RT150' RT300' RT450' RT23+5023+50SFSFSFSFSFSFSFSFSFSFMINIMUM 10' LONG SILT FENCE ROCK CHECKDAM. PLACE IN LOW AREAS OF SILT FENCEOR AS ORDERED BY THE ENGINEER. SEE"SILT FENCE ROCK CHECK DAM DETAIL" (NOSEPARATE PAY ITEM)SSSSSSSSS
S
S
S MHMHDenseDenseDenseMHMHGuyGuyDebrisGuyDenseDenseDenseDebrisSHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106111919"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGNINV.=715.3915" RCPINV.=718.49"AIRCRAFT &AUTHORIZEDVEHICLESONLY" SIGND206D205D203D202D201D204S10S10S10S10S10S10 7307307257187197207217227257207287197257247237267277287357307307257257207197187207207207197187187157167167177207197207177187197197207187197207177187197207177
2
0719
71
9 7207
2
1 721722723724725726727728
LOD LOD
STA 30+57.88, 216.50' RTSTA 30+80.73, 185.53' RTSTA 30+64.33, 145.21' RTSTA 30+80.73, 176.53' RTSTA 32+11.35, 222.80' RTSTA 32+07.72, 139.50' RTSTA 28+85.67, 671.46' RTSTA 29+43.61, 549.63' RTSTA 30+39.28, 569.87' RTNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 sheet-key.dwg; 18120 topo-pro PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 topo-ex PHA2.dwg; 18120 geom-pro PHA2.dwg IMAGES:DRAWING: 18120-ESC-PH2.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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL - PHASE 2WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202338 1" = 30'2324PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESC-PH2.dwg, L1, 11/27/2020 7:02:48 AM, mrm
SCALE: 1"=30'300FEET3060NLEGENDEXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING STRUCTURE NUMBERPROPOSED STRUCTURE NUMBEREXISTING DROP INLETPROPOSED DROP INLETEXISTING FLARED END SECTIONEXISTING STORM MANHOLEEXISTING SANITARY MANHOLEEXISTING UNDERDRAIN CLEANOUTEXISTING FIRE HYDRANTEXISTING WATER METEREXISTING WATER VALVEPROPOSED GATE VALVEEXISTING AIRFIELD GUIDANCE SIGNEXISTING RUNWAY LIGHTEXISTING TAXIWAY LIGHTFENCE GATE NUMBERPROPOSED ROCK CHECK DAMPROPOSED CULVERT INLET PROTECTIONPROPOSED INLET PROTECTIONLIMITS OF DISTURBANCEPROPOSED SILT SOCKEXISTING STORM DRAINPROPOSED STORM DRAINPROPOSED EDGE DRAIN/UNDERDRAINEXISTING GAS LINEEXISTING WATER LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING RUNWAY SAFETY AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASOIL STABILIZATION MATTINGPROPOSED P-401 TYPE A PAVEMENTPROPOSED 2"± MILL AND 4"± VARIABLE DEPTHOVERLAYPROPOSED VARIABLE DEPTH MILL AND 2"±OVERLAY TO TIE-IN918.33905.44EXXDXXSCOW1LODSSSHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. THE CONTRACTOR SHALL VERIFY BENCHMARKINFORMATION PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE REPORTED TO THEENGINEER.3. EROSION AND SEDIMENT CONTROL MEASURESFOR WASTE AREA AND BASIN GRADING ARESHOWN ON THE CORRESPONDING GRADING ANDDRAINAGE LAYOUT SHEETS.EC-233+0036+0039+0040+0041+0034+0035+0037+0038+0033+0036+0039+0040+0041+0034+0035+0037+0038+00MATCHLINE SHEET 21TAXIWAY ABASELINE "A"D505D50830" RCP30" RCPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD601D602D603D504D507D50624" RCP36" RCP717718719715714716716715716717LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD71771871940+0034+0037+0038+5035+5032+5040+0034+0037+0038+5035+5032+50150' RT300' RT450' RT150' RT300' RT450' RTSF SF SF SF
SSSSSSTankTankMHTankTank708.2708.5E1948" RISERTOP: 708.90INV OUT: 704.34E2048" RISERTOP: 709.27INV IN: 703.75INV OUT: 703.67E118E119E120E201E203E20222ELEC.VAULTELEC. VAULTELEC. VAULTELEC. VAULTSTORMGRATE24" RCPINV.=710.35TELE. PED.36" RCPINV.=704.54"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGN"AIRCRAFT & AUTHORIZEDVEHICLES ONLY" SIGNS10S10 7157107157177167157157107127137147117107097107107107117107167177087097097157187157167177187147187167177187
1
5
71471571671
5
714
713
7
1
2 714STA 32+11.35, 222.80' RTSTA 32+31.11, 185.22' RTSTA 32+31.10, 176.51' RTSTA 32+07.72, 139.50' RTSTA 33+66.58, 220.52' RTSTA 33+81.48, 187.90' RTSTA 33+81.48, 178.90' RTSTA 33+58.46, 141.11' RTSTA 34+29.25, 508.56' RTSTA 33+36.66, 526.53' RTNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 sheet-key.dwg; 18120 topo-pro PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 topo-ex PHA2.dwg; 18120 geom-pro PHA2.dwg IMAGES:DRAWING: 18120-ESC-PH2.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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL - PHASE 2WINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202438 1" = 30'2324PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESC-PH2.dwg, L2, 11/27/2020 7:02:54 AM, mrm
SOIL SURVEY MAPNTSSOURCE OF MAP: NATURAL RESOURCES CONSERVATION SERVICEWEB SOIL SURVEY URL: HTTP://WEBSOILSURVEY.NRCS.USDA.GOVSOIL SURVEY AREA: FREDERICK COUNTY, VIRGINIASURVEY AREA DATA: VERSION 8, DECEMBER 11, 2013Land Disturbance Areas (SF)ParcelHouseGarageOther StructuresDriveways & PavementsGround Disturbance forTrees & ShrubsTotal AreaParcel 64-A-159A31000Parcel 64-A-79122000193000Parcel 64-A-40B491 Airport Road123000253000Parcel 64-5-D491 Airport Road65000542,000Note: All areas are approximate (Includes Phase I and Phase II disturbance acreage)EROSION AND SEDIMENT CONTROL NARRATIVE AND NOTES:1. PROJECT DESCRIPTIONTHE PURPOSE OF THIS PROJECT AT WINCHESTER REGIONAL AIRPORT IS TO OVERLAY AND EXPAND THEAIRPORT TERMINAL APRON IN TWO PHASES.·PHASE 1: INCLUDES OVERLAYING THE EXISTING APRON, CONSTRUCTING A TEMPORARYCONNECTOR TAXIWAY, RELOCATING THE HELIPAD, FUEL TRUCK PARKING AND SELF SERVE FUELSTATION.·PHASE 2: INCLUDES CONSTRUCTING THE INFIELD APRON ISLAND, AND EXPANDING THE APRON TOTHE NEW TERMINAL BUILDING LOCATION.RUNOFF FROM ALL DISTURBED AREAS ASSOCIATED WITH THIS PROJECT SHALL BE INTERCEPTED BYSILT FENCE, INLET PROTECTION, OR OTHER SEDIMENT TRAPPING DEVICES.2. EXISTING SITE CONDITIONSTHE TOTAL (INCLUDING PHASE 1 AND 2) SITE IS IN AN AREA OF FLAT TO MODERATELY SLOPINGTERRAIN, APPROXIMATELY 12.46 ACRES IN SIZE.3. ADJACENT PROPERTYTHE PROJECT SITE IS BORDERED BY AIRPORT ROAD TO THE SOUTH AND BUFFLICK ROAD TO THE WEST.THE SITE DRAINS TO THREE OUTFALLS, OUTFALL A TO THE SOUTH EAST WHERE IT OUTFALLS FROMAIRPORT PROPERTY UNDER AIRPORT ROAD. OUTFALL B & C WHICH FLOW INTO THE DRAINAGECHANNELS ALONG THE RUNWAY INFIELD AND OUTFALL FROM AIRPORT PROPERTY ON THE NORTH SIDEOF THE RUNWAY. NO DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED.4. SOILSTHE FOLLOWING SOIL TYPES OCCUPY THE MAJORITY OF THE PROJECT AREA:- 3B BLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D- CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES, HSG C/D- 41C WEIKERT-BERKS CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES, HSG D5. CRITICAL EROSION AREASTHE POTENTIALLY CRITICAL AREAS ARE THE PROPOSED OUTFALLS FROM THE PROJECT SITE. INLETPROTECTION, CHECK DAMS, AND SILT FENCE WILL BE USED TO PROTECT OFFSITE AREAS FROMSEDIMENT DEPOSITION. THE OTHER CRITICAL AREAS ARE THE PROPOSED FILL SLOPES ASSOCIATEDWITH THIS PROJECT. WHEREVER GRADING IS NECESSARY, ADEQUATE PRECAUTIONS SHALL BE TAKENTO MINIMIZE EROSION AND TRAP SEDIMENT ON-SITE.6. EROSION AND SEDIMENT CONTROL MEASURESa.AIR, WATER, SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITHFEDERAL, STATE, AND LOCAL LAWS. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), LATESTEDITION. INSTALLING, MAINTAINING AND REMOVAL OF EROSION AND SEDIMENT CONTROLMEASURES (EXCEPT FOR SILT FENCE AND PERMANENT SEEDING AND MULCHING OF PERMANENTSEEDED AREAS) SHALL BE INCLUDED IN THE LUMP SUM PAY ITEM FOR "EROSION AND SEDIMENTCONTROL." PAYMENT FOR SILT FENCE, PERMANENT SEEDING AND ASSOCIATED MULCHING WILL BEMADE UNDER THEIR RESPECTIVE PAY ITEMS. THE EROSION AND SEDIMENT CONTROL MEASURESSHOWN ON THE PLANS ARE CONSIDERED MINIMAL STEPS AND ADDITIONAL EROSION ANDSEDIMENT CONTROL MEASURES MAY BE REQUIRED, DEPENDING UPON THE FINAL CONSTRUCTIONPHASING PROPOSED BY THE CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FORADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES FOUND NECESSARY UNDER THISPROJECT DUE TO THE CONTRACTOR'S SEQUENCE OF WORK.b.PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHINSEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. SOILSTABILIZATION MUST ALSO BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS WHICH MAYNOT 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/ORSEDIMENT TRAPPING MEASURES TO PREVENT SOIL LOSS.c.PERMANENT SEEDING COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISEPERMANENTLY STABILIZED.d.PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITS.e.SEDIMENT BASINS, PERIMETER DIKES, SEDIMENT BARRIERS, INLET PROTECTION AND OTHERMEASURES INTENDED TO TRAP SEDIMENT ON-SITE MUST BE CONSTRUCTED AS THE FIRST STEP INGRADING AND MUST BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS MUST BE SEEDED AND MULCHEDIMMEDIATELY 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 ERODINGEXCESSIVELY 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 ORVEHICLE TRACKING ON TO PAVED SURFACES (VESCH STANDARD SPECIFICATION 3.02). WHERESEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE SWEPT OR MANUALLY REMOVEDAND PLACED IN A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENTIS REMOVED IN THIS MANNER. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL OF THETEMPORARY STONE CONSTRUCTION ENTRANCES SHOWN ON THE PLANS.h.ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BEMAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIRINTENDED 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 ARENO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE TEMPORARYEROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF AS ORDERED BY THEENGINEER.j.NO EROSION CONTROL STRUCTURES SHALL BE REMOVED WITHOUT THE APPROVAL OF THECOUNTY OF FREDERICK EROSION AND SEDIMENT CONTROL MANAGER.k.SEDIMENT REMOVAL FROM THE EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF INAREAS PROTECTED BY EROSION CONTROL DEVICES OR AS ORDERED BY THE ENGINEER.l.ALL STORM SEWER INLETS WHICH ARE OPERATIONAL DURING CONSTRUCTION SHALL BEPROTECTED SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE CONVEYANCE SYSTEMWITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT (VESCHSTANDARD 3.07, STORM DRAIN INLET PROTECTION).m.THE CONTRACTOR SHALL OBTAIN ANY LAND DISTURBING AND/OR EROSION AND SEDIMENTCONTROL PERMIT FROM THE COUNTY OF FREDERICK EROSION CONTROL OFFICER AND POST THEREQUIRED EROSION CONTROL BOND.n.TOPSOIL STRIPPED FROM THE SITE SHALL BE STOCKPILED, AS ORDERED BY THE ENGINEER. NOMEASUREMENT WILL BE MADE FOR EXCAVATING AND STOCKPILING OF THE TOPSOIL. THIS WORKSHALL BE CONSIDERED INCIDENTAL TO THE PROJECT.o.IF ADDITIONAL DISTURBANCE FOR OFF-SITE SUPPORT FACILITIES (I.E. DISPOSAL SITE, BORROWSITES, STAGING AREAS, ETC.) ARE WARRANTED, THE CONTRACTOR SHALL COORDINATE THEREVIEW AND APPROVAL OF THESE AREAS WITH FREDERICK COUNTY PRIOR TO THE DISTURBANCEOCCURRING.p.SPECIAL ATTENTION TO DUST CONTROL WILL BE REQUIRED DURING THE COURSE OF THE PROJECT.THE USE OF WATER OR DUST CONTROL AGENT SHALL BE ANTICIPATED. THE ENGINEER AND/OROWNER RESERVES THE RIGHT TO HALT WORK OR HAULING IN NON-CONFORMING AREAS IFCORRECTIVE ACTION ARE NOT PROMPTLY TAKEN BY THE CONTRACTOR TO CONTROL DUST.7. STRUCTURAL PRACTICESa.TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02THIS DEVICE SHALL BE INSTALLED AT ALL POINTS OF CONSTRUCTION ACCESS TO PUBLICROADWAYS.b. SILT SOCK (SEDIMENT RETENTION ROLL) - 3.05THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BYTHE ENGINEER.c.SILT FENCE - 3.05THIS DEVICE WILL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS PLANS, OR AS ORDERED BYTHE ENGINEER.d.STORM DRAIN INLET PROTECTION - 3.07ALL STORM DRAIN INLETS DRAINING DISTURBED AREAS SHALL BE PROTECTED DURINGCONSTRUCTION.e.CULVERT INLET PROTECTION - 3.08THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALLBE USED TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERREDBY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF ADISTURBED PROJECT AREA.f.TEMPORARY DIVERSION DIKE - 3.09THIS DEVICE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BYTHE ENGINEER. THE DIVERSION DIKE SHALL SERVE TO DIVERT SEDIMENT-LADEN RUNOFF FROMDISTURBED AREAS TO A SEDIMENT TRAPPING STRUCTURE.g.OUTLET PROTECTION - 3.18RIPRAP SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS OR AS ORDERED BY THEENGINEER TO REDUCE EROSION AND UNDER-CUTTING AT NEWLY INSTALLED OUTLETS AND TOREDUCE FLOW VELOCITIES BEFORE STORM WATER ENTERS RECEIVING CHANNELS.h.CHECKDAMS - 3.20THIS DEVICE SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. THE DEVICES SHALLBE USED TO REDUCE THE VELOCITY OF CONCENTRATED STORM WATER FLOWS, THEREBYREDUCING THE EROSION IN NEWLY CONSTRUCTED SWALES AND DITCHES.8. VEGETATIVE PRACTICESa.SURFACE ROUGHENING - 3.29SURFACE ROUGHENING SHALL BE COMPLETED ON ALL SLOPES STEEPER THAN 3:1 BY ONE OF THEMETHODS PRESENTED IN VESCH. SLOPES THAT ARE 3:1 OR FLATTER SHALL BE SLIGHTLYROUGHENED AND LOOSENED TO A DEPTH OF 2 TO 4 INCHES PRIOR TO SEEDING.b.TOPSOIL STOCKPILE - 3.30TOPSOIL SHALL BE STRIPPED, STOCKPILED AND THEN REDISTRIBUTED OVER THE AREAS TO BEPERMANENTLY SEEDED UPON REACHING FINAL GRADE. TOPSOIL STOCKPILE LOCATIONS SHALL BEAPPROVED BY THE ENGINEER. SURPLUS TOPSOIL SHALL BE LEFT IN A NEAT STABILIZEDSTOCKPILE.9. MANAGEMENT STRATEGIESa.CONSTRUCTION SHOULD BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END ASQUICKLY AS POSSIBLE.b.SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BESEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.c.EROSION CONTROL MATTING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTERGRADING.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 OFALL EROSION AND SEDIMENT CONTROL PRACTICES.10. PERMANENT STABILIZATIONALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDINGIMMEDIATELY FOLLOWING FINISH GRADING. REGULAR SEEDING AND MULCHING SHALL BE INACCORDANCE WITH SPECIFICATION R-603.11. STORM WATER MANAGEMENTINSTALLATION OF A STORM WATER DETENTION AREA WILL REDUCE THE PEAK RUNOFF OF THECURRENT SYSTEM.12. MAINTENANCEIN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY ANDAFTER 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 WILLPREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED WITH SILT, IT SHALL BE REMOVED AND CLEANEDOR REPLACED.c.THE SILT FENCE BARRIERS SHALL BE CHECKED REGULARLY FOR UNDERMINING ORDETERIORATION.d.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND OF GRASS ISMAINTAINED. AREAS SHOULD BE REPAIRED AND RESEEDED, AS NEEDED.13. SEQUENCE OF CONSTRUCTION1. CLEARY MARK AREAS THAT ARE NOT TO BE DISTURBED2. INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS3. INSTALL SILT FENCE AS SHOWN ON THE PLANS4. INSTALL INLET PROTECTION5. BEGIN GRADING6. INSTALL STONE CHECK DAMS7. ADJUST EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, ETC.) AS GRADING PROGRESSES8. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH SIGNIFICANTRAINFALL. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.9. IMMEDIATELY AFTER ACHIEVING FINAL GRADE, SEED AND MULCH ALL DISTURBED AREAS.10. COMPLETE FINAL GRADING.11. INSTALL PERMANENT RIP RAP OUTLET PROTECTION AND DITCH LININGS12. UPON STABILIZATION OF ALL UPSTREAM AREAS, CONTRACT THE LOCAL EROSION CONTROL OFFICERFOR INSPECTION. AFTER APPROVAL, REMOVE THE EROSION AND SEDIMENT CONTROL MEASURES ANDACCUMULATED SEDIMENT. THE CONTRACTOR SHALL DISPOSE OF MATERIALS OFF-SITE AS ORDEREDBY THE ENGINEER. SEED AND MULCH ALL DISTRUBED AREAS.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES: OKV_Soil_Map.png;DRAWING: 18120-ESN.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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL NOTESWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202538 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESN.dwg, L1, 11/27/2020 7:03:13 AM, mrm
SECTION B-BSECTION A-A OF INGRESS AND EGRESS* MUST EXTEND FULL WIDTH OPERATION*3.026'-7"12' MIN.PLAN VIEW3" MIN.3" MIN.SIDE ELEVATION5:16" MIN.70' MIN.3'EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.FILTER FABRICWIRE4"PLATE. 3.05-11. SET POSTS AND EXCAVATE A 4"X4"TRENCH UPSLOPE ALONG THELINE OF POSTS.2. STAPLE WIRE FENCING TOTHE POSTS.4. BACKFILL AND COMPACT THEEXCAVATED SOIL.3. ATTACH THE FILTER FABRIC TOTHE WIRE FENCE AND EXTENDIT INTO THE TRENCH.TABLE 3.35-AORGANIC MULCH MATERIALS AND APPLICATION RATESMULCHESRATES:NOTES:PER ACREPER 1000 SQ. FT.STRAW OR HAY1-1/2 - 2 TONS(MINIMUM 2 TONSFOR COVER)70 - 90 LBS.FREE FROM WEEDS AND COURSEMATTER. MUST BE ANCHORED. SPREADWITH MULCH BLOWER OR BY HAND.FIBER MULCH MINIMUM 1500 LBS. 35 LBS.DO NOT USE MULCH FOR WINTER COVEROR DURING HOT, DRY PERIODS.* APPLYAS SLURRY.CORN STALKS 4 - 6 TONS 185 - 275 LBS.CUT OR SHREDDED IN 4-6" LENGTHS.AIR-DRIED. DO NOT USE IN FINE TURFAREAS. APPLY WITH MULCH BLOWER ORBY 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. APPLYWITH MULCH BLOWER, CHIP HANDLER,OR BY HAND.BARK CHIPSORSHREDDED BARK50 - 70 CU. YDS. 1 - 2 CU. YDS.FREE OF COURSE MATTER. AIR-DRIED.DO NOT USE IN FINE TURF AREAS. APPLYWITH MULCH BLOWER, CHIP HANDLER,OR BY HAND.* WHEN FIBER MULCH IS THE ONLY AVAILABLE MULCH DURING PERIODS WHEN STRAW SHOULD BEUSED, APPLY AT A MINIMUM RATE OF 2000 LBS./AC. OR 45 LBS./1000 SQ. FT.SOURCE: VA. DSWCTABLE 3.32-CSITE SPECIFIC SEEDING MIXTURES FORAPPALACHIAN/MOUNTAIN AREATOTAL LBS.PER ACREMINIMUM CARE LAWN- COMMERCIAL OR RESIDENTIAL - KENTUCKY 31 OR TURF-TYPE TALL FESCUE - IMPROVED PERENNIAL RYEGRASS* - KENTUCKY BLUEGRASS200 - 250 LBS.95 - 100%0 - 10%0 - 10%HIGH-MAINTENANCE LAWNMINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROMAPPROVED LIST FOR USE IN VIRGINIA125 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 THANFESCUE, 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 FEBRUARYANNUAL RYEFOXTAIL MILLETANNUAL RYEWINTER RYE*** IF FLATPEA IS USED, INCREASE TO 30 LBS./ ACRE. ALL LEGUME SEED MUST BE PROPERLYINOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW-MAINTENANCEMIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS/ ACRE IN MIXES.CULVERTENDWALLTOE OF FILLSILT FENCETOE OF FILLFLOWFLOWCLASS I RIPRAP1.5'1.0'1.5:1 MAX.FLOWVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATETO REPLACE SILT FENCE IN " HORSESHOE " WHENHIGH VELOCITY OF FLOW IS EXPECTED2.5'*SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWCPLATE. 3.08-1DISTANCE IS 6' MINIMUM IF FLOWIS TOWARD EMBANKMENT*NOTE:1. SILT FENCE STONE OUTLET SHALL BE INSTALLED AT LOW POINTS ALONG SILTFENCE PERIMETERS WHERE WATER PONDING/CONCENTRATION COULDCREATE FAILURE OF SILT FENCE.2. USE OF SILT FENCE STONE OUTLETS DOES NOT SUPERSEDE ANY DESIGNCONSIDERATIONS OR REQUIREMENTS OF THE ACTUAL SILT FENCE.3. THE COSTS OF THIS WORK, MATERIALS, AND MAINTENANCE SHALL BECONSIDERED INCIDENTAL TO THE PER LINEAR FOOT LINE ITEM PRICE FORSILT FENCE.SILT FENCE ROCK CHECK DAM DETAILNTS#57 STONE10'1'6"SILT FENCEINSTALLED PERSILT FENCE DETAILSILT FENCEPOST (TYP)32" MIN(36" SILT FENCEWITH 4" BURIED)AASILT FENCECENTERED IN STONE#57 STONE2:1 TYP22"±PLAN VIEWSECTION A-AFLOWNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-ESD.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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202638 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESD.dwg, L1, 11/27/2020 7:03:30 AM, mrm
3.20SEDIMENTRUNOFFSEDIMENTWITHWATERWITH GATEDROP INLETFILTERED WATEROVERFLOWFILTER*GRAVELWIRE SCREENWIRE SCREENCONCRETE BLOCK4"12"SHALLOWSLOPENETTING PROTECTIVE COVERINGSMAY BE APPLIED ACROSSTHE SLOPE.ON SHALLOW SLOPES, STRIPSWHERE THERE IS A BERM AT THE TOP OF THE SLOPE,BRING THE MATERIAL OVER THE BERM AND ANCHOR ITBEHIND THE BERM.BERMON STEEP SLOPES, APPLYPROTECTIVE COVERING PARALLELTO THE DIRECTION OF FLOWAND ANCHOR SECURELY.STEEPSLOPEBRING MATERIAL DOWN TO A LEVEL AREA BEFORETERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS.DITCHFLOWIN DITCHES, APPLY PROTECTIVE COVERINGPARALLEL TO THE DIRECTION OF FLOW.USE CHECK SLOTS AS REQUIRED. AVOIDJOINING MATERIAL IN THE CENTER OFTHE DITCH IF AT ALL POSSIBLE.SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHUREPLATE: 3.36-1OFNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-ESD.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) 652-8371RECONSTRUCT TERMINAL APRONEROSION & SEDIMENTCONTROL DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202738 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-ESD.dwg, L2, 11/27/2020 7:03:32 AM, mrm
12"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE C PAVEMENT SECTION(HELICOPTER PARKING AREA)NTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.PROPOSEDPAVEMENTEDGE12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIESVARIABLE2"5% MAX.EXISTING AGGREGATESUBBASE COURSEEXISTING CEMENTTREATED BASE COURSEPROPOSED P-401 BITUMINOUSCONCRETE SURFACE COURSEOVERLAY PAVEMENT SECTION DETAILNTSPROPOSEDPAVEMENT EDGE1.5"VARIABLEPROPOSED EXISTING ASPHALT PAVEMENT MILLINGVARIABLE(4" MINIMUM)P-603 TACK COAT(NOTE 1)NOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE. SEE "TACK COAT APPLICATION RATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 2 AND 3P-401 ASPHALT SURFACE COURSENOTE:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACE COURSE. SEE"TACK COAT APPLICATION RATES" TABLE.6"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSE12"P-304 CEMENT TREATEDBASE COURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE A PAVEMENT SECTIONNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIES(PAY LIMIT)10"NOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE. SEE "TACK COAT APPLICATION RATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.4. THE CONTRACTOR MAY SUBSTITUTE P-401 ASPHALT BASE COURSEFOR THE P-304 CEMENT TREATED BASE COURSE. PAYMENT FOR THEP-401 ASPHALT BASE COURSE, IF USED BY THE CONTRACTOR IN LIEUOF THE P-304 CEMENT TREATED BASE COURSE, WILL BE MADE AT THECONTRACT UNIT PRICE PER SQUARE YARD FOR P-304 CEMENTTREATED BASE COURSE.NOTES 2 AND 3PROPOSEDPAVEMENTEDGE6"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSE12"P-401 ASPHALT BASECOURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE B PAVEMENT SECTIONNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIES(PAY LIMIT)11"NOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE AND P-401 ASPHALT BASE COURSE. SEE "TACK COATAPPLICATION RATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 2 AND 3PROPOSEDPAVEMENTEDGE6"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSE12"P-401 ASPHALT BASECOURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE D PAVEMENT SECTION - OPTION 1(TEMPORARY TAXIWAY CONNECTOR)NTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIES(PAY LIMIT)9"NOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE AND ASPHALT BASE COURSE. SEE "TACK COAT APPLICATIONRATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 2 AND 3PROPOSEDPAVEMENTEDGE20"4"5% MAX.P-209 CRUSHED AGGREGATEBASE COURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE D PAVEMENT SECTION - OPTION 2(TEMPORARY TAXIWAY CONNECTOR)NTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.PROPOSEDPAVEMENTEDGE12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIESNOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE. SEE "TACK COAT APPLICATION RATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 2 AND 37"4"5% MAX.P-401 ASPHALT BASECOURSEP-401 ASPHALT SURFACECOURSE (2 LIFTS) TYPE D PAVEMENT SECTION - OPTION 3(TEMPORARY TAXIWAY CONNECTOR)NTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.12"1.5"STEP OUT LOWER LIFTSBY 3 INCHES FOR EACHSUBSEQUENT LIFT(PAY LIMIT)VARIESNOTES:1. PLACE P-603 TACK COAT BETWEEN LIFTS OF P-401 ASPHALT SURFACECOURSE AND ASPHALT BASE COURSE. SEE "TACK COAT APPLICATIONRATES" TABLE.2. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.3. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 2 AND 3PROPOSEDPAVEMENTEDGETACK COAT APPLICATION RATESSURFACE TYPERESIDUAL RATE, GAL/SYEMULSION APPLICATIONBAR RATE, GAL/SYNEW ASPHALT0.02 - 0.050.03 - 0.07EXISTING ASPHALT0.04 - 0.070.06 - 0.11MILLED SURFACE0.04 - 0.080.06 - 0.12NOTE:1. REFERENCE IS DIRECTED TO ITEM P-603 OF THE SPECIFICATIONSFOR ADDITIONAL DETAILS.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-PVD.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) 652-8371RECONSTRUCT TERMINAL APRONPAVEMENT DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202838 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-PVD.dwg, L1, 11/27/2020 7:03:46 AM, mrm
5% MAXSCARIFY/DISC TO 3"IF NOT STRIPPEDOF TOP SOILEXISTINGGROUNDINSTALL EARTHEN SHOULDERSEED AND MULCHEDGE OF PAVEMENT TIE-IN DETAILNTSPROPOSED PAVEMENT1.5"NOTES:1. TIE DOWN ANCHOR RODS SHALL BE REMOVED A MINIMUM DEPTH OF FOUR (4) INCHESBELOW TOP OF EXISTING SURFACE COURSE.2. THE CONCRETE BLOCKS SHALL BE CHIPPED OR MILLED DOWN TO A MINIMUM DEPTHOF EIGHT (8) INCHES BELOW TOP OF EXISTING SURFACE COURSE.3. ASPHALT BACKFILL SHALL BE INCIDENTAL TO ITEM P-101 REMOVE TIE DOWN ANCHOR.4. CONTRACTOR MAY ELECT TO REMOVE ENTIRE CONCRETE BLOCK AND BACKFILL HOLEWITH P-209 TO TOP OF EXISTING BASE COURSE ELEVATION. THIS WORK SHALL BEINCIDENTAL TO P-101 REMOVE TIE DOWN ANCHOR. COORDINATE BACKFILLREQUIREMENTS WITH THE ENGINEER.TIE-DOWN ANCHOR DEMOLITION DETAILNTSP-401 ASPHALT BACKFILLIN MAXIMUM COMPACTED2" LIFTS.EXISTING BASEEXISTINGCONCRETE BLOCKVARIABLEDEPTHEXISTING PAVEMENTAS REQUIREDTO REMOVECONCRETEBLOCKDEMOLISH TOP 4" OF METALTIE-DOWN ANCHOR &CONCRETE BLOCKASPHALT BACKFILL PER P-401,2-2" LIFTS,(NO SEPARATE PAY).8"4" P-209 CRUSHED AGGREGATEBASE COURSEPROPOSED OVERLAYPROPOSED MILLINGEXISTING ASPHALT PAVEMENT2"OVERLAY TIE-IN DETAILNTSAS SHOWNON THE PLANSSAW CUT NEAT VERTICAL FACE.MATCH EXISTING GRADEPROPOSED OVERLAYTACK MILLED SURFACEAND CUT EDGE12"PROPOSED BASE COURSEEXISTING BASE COURSEEXISTING SURFACE COURSEPAVEMENT TIE-IN DETAILNTSEDGE OF PAVEMENTAS SHOWN ON PLANSREMOVE AND REPLACEEXISTING SURFACENEAT SAW CUT(NO SEPARATE PAY ITEM)P-603 TACK COAT(NO SEPARATE PAY ITEM)PROPOSED ASPHALTSURFACE COURSEEXISTING BASE COURSEEXISTING SURFACE COURSEPAVEMENT REMOVAL DETAILNTSPROPOSED EDGEOF PAVEMENTSAW CUT NEATVERTICAL FACEPAVEMENT TOBE REMOVEDNEAT VERTICAL FACE12"10"2"P-304 CEMENT TREATEDBASE COURSEP-401 ASPHALT SURFACE COURSE ACCESS ROAD RECONSTRUCTIONPAVEMENT SECTION DETAILNTSCOMPACTED SUBGRADE. SEEITEM P-152 FOR REQUIREMENTS.NOTES:1. IF ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL UNDERCUTTHE SUBGRADE AND PLACE P-154 SEPARATION GEOTEXTILE.2. REFERENCE IS DIRECTED TO SP-XX "SUBGRADE REPAIR" OF THESPECIFICATIONS.NOTES 1 AND 2NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-PVD.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) 652-8371RECONSTRUCT TERMINAL APRONPAVEMENT DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20202938 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-PVD.dwg, L2, 11/27/2020 7:03:47 AM, mrm
12" (TYP)6" MINNOTES: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 ANDASSUMPTIONS) SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA FORBASES, 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 PRESSURE5. CONCRETE BASE SLAB SHALL BE INCIDENTAL TO STRUCTURE. CONCRETE BASE SLAB SHALL BE SIZED ASREQUIRED FOR SOIL BEARING PRESSURE OF 3,000 PSI.6. ALL MANHOLE FRAMES SHALL BE CAST INTO SLABTOPS.7. THE CONTRACTOR SHALL PROVIDE GASKETED (ASTM C443) JOINTS FOR ALL CONCRETE STRUCTURES INSTALLEDUNDER 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 INLETSEXCEPT FOR STRUCTURES SPECIFIED WITH FALSE BOTTOMS. NO SEPARATE MEASUREMENT WILL BE MADE FORTHE ABOVE REFERENCED ITEMS.AIRCRAFT RATED MANHOLE AND DROP INLET DETAILNTSPROVIDE FLAT SLAB TOP FOR INLETSWITH 1% SLOPE FROM OUTER EDGE TOGRATE.FRAME AND GRATE SHALL BENEENAH R-3475-E, USF 4135.6230, ORAPPROVED HYDRAULIC EQUIVALENTOPENING AS REQ'D.FULL SIZE RISERTO TOPOPENING(S) AS REQ'D12" COMPACTED DENSEGRADED AGGREGATE BASE(NO SEPARATE PAY ITEM)STEPS AS REQD.(ADJUST GRATE OF LIDLOCATION AS NEEDEDFOR ACCESS TO STEPS)AS REQUIREDBBFUEL/OIL TRAP STRUCTURENOTES:1. CONSTRUCT 3" FILLETS AT ORIFICE CORNERS AS SHOWN.2. GRATE SHALL BE INSTALLED IN TOP AS SHOWN.3. FUEL TRAP CAPACITY = 1,200 GALLONS (CONTAINMENT SIDE)4. FRAME AND GRATE SHALL BE CONSTRUCT IN ACCORDANCE WITH VDOT MH-1"STANDARD MANHOLE FRAME AND COVER DETAIL".5. CONSTRUCTION AND STEEL REINFORCING SHALL BE IN CONFORMANCE WITH ASTM C478REQUIREMENTS.6. CONCRETE SHALL BE 4000 PSI MINIMUM.7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DESIGNS (INCLUDING STRUCTURALCALCULATIONS AND ASSUMPTIONS) SEALED BY A PROFESSIONAL ENGINEER LICENSEDIN THE COMMONWEALTH OF VIRGINIA FOR BASES, RISERS, AND TOP SLABS. THE SHOPDRAWING 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 REQUIREMENTS5. CONCRETE BASE SLAB SHALL BE INCIDENTAL TO STRUCTURE. CONCRETE BASE SLABSHALL BE SIZED AS REQUIRED FOR SOIL BEARING PRESSURE OF PSI.6. THE CONTRACTOR SHALL PROVIDE GASKETED (ASTM C443) JOINTS FOR ALL CONCRETESTRUCTURES INSTALLED UNDER THIS PROJECT. THE CONTRACTOR SHALL INSTALLSTANDARD STEPS IN ALL MANHOLES AND DROP INLETS. THE CONTRACTOR SHALLINSTALL INLET SHAPING IN ALL DRAINAGE AND SEWAGE MANHOLES AND DROP INLETSEXCEPT FOR STRUCTURES SPECIFIED WITH FALSE BOTTOMS. NO SEPARATEMEASUREMENT WILL BE MADE FOR THE ABOVE REFERENCED ITEMS.SECTION A-ASECTION B-BAAPROVIDE 10" DUCTILE IRON FRAME AND LIDFOR STRUCTURE CLEANOUT.84" DIAMETER RISERPROVIDE WATERTIGHT SEALALONG BOTH VERTICAL EDGESCONCRETE BAFFLE(ALIGN WITH FRAME)BAFFLE WALL6"3"PROPOSED 6" PVCINV IN: 712.30PROPOSED 18" RCPINV IN: 710.80PROPOSED 18" RCPINV OUT: 710.5018" RCP18" RCPTOP OF MANHOLE: 715.00BOTTOM: 704.0048"12"SEE NOTE 118"6" PVC18"STEPS ASREQUIRED.18" RCP6" PVCNOTE 4NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-DRD.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) 652-8371RECONSTRUCT TERMINAL APRONDRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203038 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DRD.dwg, L1, 11/27/2020 7:04:05 AM, mrm
6"18"24"NOTES:1. UNDERDRAIN TO BE INSTALLED AT LOCATIONS AS ORDEREDBY THE ENGINEER.2. PIPE ENDS SHALL BE COVERED WITH 3/4" x 3/4" MESH, 17GAUGE, GALVANIZED HARDWARE CLOTH, SECURELYFASTENED.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 SMOOTH WALL POLY (VINYLCHLORIDE) (PVC) PLASTIC UNDERDRAIN SYSTEMS FORHIGHWAY, AIRPORT, AND SIMILAR DRAINAGE."5. NO. 57 OPEN GRADED AGGREGATE IS INCIDENTAL TO THEUNDERDRAIN INSTALLATION AND SHALL NOT BE MEASUREDSEPARATELY.UNDERDRAIN DETAILNTS4 OZ. NON-WOVEN FILTERFABRIC. OVERLAP 18"OPEN GRADEDAGGREGATE (NO. 57)PERFORATED PVC TYPE PS-288"NOTES:1. CLEANOUTS TO BE ON 100' CC MAX SPACING, BENDS, ASSHOWN ON THE PLANS, OR AS SPECIFIED BY THEENGINEER.2. THE COST OF THE CLEANOUTS IS TO BE INCLUDED IN THELINEAR FOOT PRICE FOR THE UNDERDRAIN.TOP VIEWVARIES24"24"UNDERDRAIN CLEANOUT DETAILNTSPROVIDE 24" SQUARE 8" THICKCONCRETE COLLAR, 3000 PSICONCRETE (NO PAY ITEM)CAST IRON VALVEBOX LID, LABEL "CO"CAST IRON VALVEBOX TOP SECTIONSUBDRAIN CAP45° OR ASPROVIDED BYMANUFACTURERDIRECTION OF FLOW6" PERFORATEDPVC PIPE6"EXISTING GROUND"D"MINTYP"D"/2 MIN12"COMPACTED P-154 SUBBASECOURSESELECT BACKFILL COMPACTED INACCORDANCE WITH ITEM P-152 OFTHE SPECIFICATIONSNOTES:1. D = OUTSIDE PIPE DIAMETER.2. VDOT 21-A PIPE BEDDING SHALL BE INCIDENTAL TO THE COST OF THE PIPE.3. WHEN 10 FEET FROM EDGE OF PAVEMENT TRANSITION TO "CLASS B PIPE BEDDING -WITHOUT FILTER FABRIC, UNDER PROPOSED PAVEMENT DETAIL".CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAILNTS6""D"MINTYP"D"/2 MIN12"NOTES:1. D = OUTSIDE PIPE DIAMETER.2. P-154 COMPACTED SUBBASE COURSE PIPE BEDDING AND BACKFILL SHALL BEINCIDENTAL TO THE COST OF THE PIPE.CLASS B PIPE BEDDING - WITHOUT FILTER FABRIC DETAIL(UNDER PROPOSED PAVEMENT)NTSCOMPACTED P-154SUBBASE COURSEPROPOSED PAVEMENTPROPOSED PLAN SUBBASESECTION A-AAATRANSITION BETWEEN PIPEDIAMETERS WHEN DIFFERENT SIZESOF PIPE ARE ENCOUNTEREDSLOPE TO DRAIN TO INVERT OFOUTLET PIPESHAPE TO ELEVATION OFMID-POINT OF LARGEST PIPESHAPE TOCONTOUROF PIPEMETHOD OF SHAPING INLET INVERTS DETAILNTSPOST INDICATOR OPERATOR2'x2'x6" THICK CONCRETE SLAB WITH 6x6W2 9x2 9 WELDED WIRE FABRICGATE VALVEFINISHEDGRADEDEPTHVARIES9"x9" X0.16" METAL SIGN. ATTACH SIGNTO POST WITH GALVINIZED STEELU-BOLT.42"NOTES:1. SIGN FOR PIV'S SHALL BE PROVIDED WITH TEXT "PIV SHALL REMAIN CLOSED AT ALLTIMES. OPEN AND DRAIN ONLY AFTER PETROLEUM SHEEN INSPECTION IS NEGATIVE."2. THE POST INDICATOR VALVE MUST BE LOCKED AT ALL TIMES.3. PROVIDE ONE 18" DIAMETER HANDWHEEL OPERATOR TO OPERATE THE VALVE.POST INDICATOR VALVENTS6"DRAINAGE PIPE INSTALLED IN PAVEMENT DETAILNTSP-154D/2MATCH EXISTING GRADENEAT VERTICAL SAWCUT APPLY TACK(NO PAY ITEM)REMOVE EXISTING ASPHALT, REPLACE WITHFULL DEPTH PAVEMENT RECONSTRUCTION.SEE PAVEMENT DETAILS FOR PAVEMENTBOX DESCRIPTION.DREFER TO DRAINAGESUMMARY FOR SIZE ANDTYPE/CLASS OF PIPECOMPACTED P-154 SUBBASECOURSE. MATCH "PIPE BEDDINGDETAIL".EXISTINGBASE COURSENOTE:1. EXISTING SUBGRADE MATERIAL TO BE REMOVED SHALL BEMANIPULATED, PLACED, AND COMPACTED IN ACCORDANCEWITH ITEM P-152 OF THE SPECIFICATIONS.12" MIN12"12"NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-DRD.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) 652-8371RECONSTRUCT TERMINAL APRONDRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203138 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DRD.dwg, L2, 11/27/2020 7:04:06 AM, mrm
NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-DRD.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) 652-8371RECONSTRUCT TERMINAL APRONDRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203238 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DRD.dwg, L3, 11/27/2020 7:04:07 AM, mrm
NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-DRD.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) 652-8371RECONSTRUCT TERMINAL APRONDRAINAGE DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203338 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DRD.dwg, L4, 11/27/2020 7:04:09 AM, mrm
STRUCTURES: D501-D502-D5037107117127137147157167177187197207217227237247257107117127137147157167177187197207217227237247259+50720.3510+00720.15719.3010+50720.7311+00721.50719.4311+50721.43721.4212+00719.62719.57718.30STRUCTURES: D502A-D502710711712713714715716717718719720721722723724725726727728729730710711712713714715716717718719720721722723724725726727728729730725.6910+00725.73719.5010+50725.60719.9011+00719.32719.34STRUCTURES: D504-D5057057067077087097107117127137147157167177187197207057067077087097107117127137147157167177187197209+50716.37715.8110+00715.8210+50715.22715.3111+00714.83714.9211+50712.73STRUCTURES: D506-D5077057067077087097107117127137147157167177187197207057067077087097107117127137147157167177187197209+50714.25714.9910+00713.96712.0010+50713.92712.8111+00713.58713.5011+50712.40712.1912+00711.86STRUCTURES: D601-D602-D6037007017027037047057067077087097107117127137147157167177187197207007017027037047057067077087097107117127137147157167177187197209+50715.9110+00715.6110+50715.63715.0511+00716.01715.2211+50705.19STRUCTURES: D505-D507-D5087007017027037047057067077087097107117127137147157167177187197207007017027037047057067077087097107117127137147157167177187197209+50713.8710+00713.3410+50713.1811+00712.84713.8411+50712.45712.9812+00711.84712.1412+50707.68102 LF 24" RCP@ SLOPE = 0.47%D501D502D503D502AD502D504D505D506D507D601D602D603D505D507D508HGL: 716.87HGL: 716.52HGL: 716.93HGL: 716.73HGL: 716.52HGL: 711.37HGL: 711.58HGL: 710.09HGL: 711.00HGL: 711.92HGL: 711.38HGL: 706.76HGL: 711.58HGL: 711.00HGL: 710.40VDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 719.3VDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 719.43VDOT STD ES-1,18" END SECTIONVDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 719.50VDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 719.43VDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 713.5096" DIA. AIRCRAFT RATED DROP INLETGRATE ELEV: 713.50VDOT STD DROP INLET DI-7WITH TYPE A-I GRATEGRATE ELEV: 712.0072" DIA. AIRCRAFTRATED DROP INLETGRATE ELEV: 712.0048" DIA. AIRCRAFTRATED DROP INLETGRATE ELEV: 715.2084" DIA. MANHOLEWITH FUEL TRAPGRATE ELEV: 715.0096" DIA. AIRCRAFTRATED DROP INLETGRATE ELEV: 713.5072" DIA. AIRCRAFTRATED DROP INLETGRATE ELEV: 712.0018" INV OUT: 716.318" INV IN (D501): 715.9518" INV IN (D502A): 716.0018" INV OUT: 715.9318" INV IN: 715.5018" INV OUT: 716.5030" INV OUT: 709.64EXISTING 24" INV IN (E119): 709.0830" INV IN (D504): 709.0830" INV OUT: 709.0424" INV OUT: 708.9024" INV IN (D506): 708.1030" INV IN (D505): 708.1036" INV OUT: 708.0018" INV OUT: 711.3318" INV IN (D601): 710.806" INV IN (FUEL TRUCK): 712.318" INV OUT: 710.5018" INV OUT: 705.9924" INV IN (E119): 709.0830" INV IN (D504): 709.0830" INV OUT: 709.0424" INV IN (D506): 708.1030" INV IN (D505): 708.1036" INV OUT: 708.0036" INV OUT: 707.88104 LF 18" RCP, CLASS V@ SLOPE = 0.34%112 LF 18" RCP, CLASS V@ SLOPE = 0.38%88 LF 18" RCP, CLASS III@ SLOPE = 0.57%136 LF 30" RCP, CLASS V@ SLOPE = 0.41%160 LF 24" RCP, CLASS V@ SLOPE = 0.50%44 LF 18" RCP,CLASS III@ SLOPE = 1.2%94 LF 18" RCP, CLASS III@ SLOPE = 4.8%200 LF 30" RCP, CLASS V@ SLOPE = 0.47%28 LF 36" RCP,CLASS V@ SLOPE = 0.36%18" INV IN (D502A): 716.0018" INV IN (D501): 715.9518" INV OUT: 715.93720.38713.50713.77VDOT STD ES-1,18" END SECTIONVDOT STD ES-1,36" END SECTION72172272372472572172272372472572672772872973072672772872973070070170270370470070170270370418" INV OUT: 715.49BOTTOM OF FUEL TRAPSTRUCTURE: 704.0018" INV IN: 706.0036" INV IN: 707.90NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-DPR.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) 652-8371RECONSTRUCT TERMINAL APRONDRAINAGE PROFILESWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203438 HORIZ: 1" = 30'VERT: 1" = 3'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-DPR.dwg, L1, 11/27/2020 7:04:23 AM, mrm
12" (END, CORNER,BRACE OR GATE POST)6"MINEND OR CORNER POST36" MINLINE POST10"BRACE POST10' TYP10' MAXx xxxxxx x x xxx x x xx xx xx xx x x xx xx x x xx x8'x xx xxxx xx x x xx xx x x xxxx xxxx x x xxx x x xxxxx
x
xxxxSEE "FENCEGROUNDING DETAIL".SEE "FENCE POSTFOOTING DETAIL".NOTES:1. A MOISTURE-EXCLUDING CAP IS REQUIRED ON ALL LINE POSTS.TUBULAR METAL MATERIAL FOR CAP SHALL CONFORM TO THEALLOWABLE TYPES FOR OTHER LISTED FITTINGS.2. FENCE HEIGHT SHALL BE EITHER 8' OR AS NOTED ON THE PLANS.CHAIN LINK FENCE DETAILNTSATTACH FENCE FABRIC TOTENSION WIRE WITH HOG-RINGSAPPROXIMATELY 24" OCTENSION WIRE NO. 7 GAUGE GALVANIZEDCOIL SPRING WIRE STRETCHED TAUT(TYP TOP AND BOTTOM)1-5/8" MIN BRACEHEIGHT OF BRACE INACCORDANCE WITHMFG SPECIFICATIONS3 STRANDS BARBED WIRETOP AND BOTTOMSELVAGE TO BE BARBEDATTACH FENCEFABRIC TO POSTWITH HOG-RINGSAPPROXIMATELY24" OCGROUND LINE2,500 PSI MINCONCRETENO. 11 GAUGE 1" BEVELEDGALVANIZED STEEL BANDWITH BOLT AND NUT3" MIN OD END POST3/8" MIN ROUNDROD WITHTURNBUCKLE2 1/2" OD POST12" (END, CORNER,BRACE OR GATE POST)BACKFILL MATERIAL IN6" LIFTS ANDCOMPACT WITH HANDTAMPERVARIESAS REQUIREDBY REMOVEDFENCE POSTSEED PER ITEM T-901 OR WITHTALL TURF FESCUE (INCIDENTALTO OTHER ITEMS OF WORK)FENCE POST HOLE INSOIL REPAIR DETAILNTSxxxx
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xxx6" MIN(3) SPLIT BOLT CONNECTORS#6 BARE COPPERCLAMP TO STRETCHER BAR#6 BARE COPPER. LOCATECLOSE TO FENCE TO PREVENTCUTTING BY MOWING.3/4" x 8' GROUND RODCOPPER CLAD (SEE NOTE 1)CLAMP CONNECTIONTO GROUND RODGROUNDCONNECTORSNOTE:1. GROUNDING RODS SHALL BE 3/4" x 10' IN THEVICINITY OF ALL ELECTRICAL EQUIPMENT.FENCE GROUNDING DETAILNTS6" MIN36" MINNOTES:1. DIAMETER OF THE CONCRETE FOOTING SHALLBE 12" FOR ALL END, CORNER, LINE BRACE ORGATE POSTS. FOR LINE POSTS THE DIAMETERSHALL BE 10".2. ALL DIRT FROM POST HOLE EXCAVATION SHALLBE RAKED TO A SMOOTH LINE AND GRADE ORREMOVED FROM SITE.2,500 PSI MINCONCRETEFENCE POSTFINISHED GRADE2" CROWNSLOPE TO DRAINFENCE POST FOOTINGIN SOIL DETAILNTS1-1/4" RED LETTERING1" TYP17"17-1/2"18"1/4" TYP1/4" TYPR = 1/4"R = 1/2"1" TYP11"11-1/2"12"2" RED LETTERING4" RED LETTERING1/2" SPACING (TYP)AIRPORTTRESPASSINGVIOLATORS WILL BEPROSECUTEDPROPERTYNONOTE:1. SIGNS SHALL HAVE RED LETTERING ON A RETROREFLECTIVE WHITE BACKGROUND.2. MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH STATEDOT/HIGHWAY STANDARDS.AIRPORT PROPERTY SIGN (SIGN NO. 1)NTS1/4" DIA HOLE(TYP OF 4)RED BORDERNOTES:1. SIGNS SHALL HAVE BLACK OR RED LETTERS ON A WHITE ENCLOSED LENS TYPE REFLECTIVEBACKGROUND. THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER, AND STANDARDSERIES "B", "C", OR "D" LETTERS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MUTCD) AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 2018,UNLESS OTHERWISE NOTED, ALL SIGN MATERIALS SHALL BE IN ACCORDANCE WITH STATEDEPARTMENT OF TRANSPORTATION / HIGHWAY SPECIFICATIONS.2. AIRPORT PROPERTY SIGNS (SIGN NO.1) SHALL BE INSTALLED ALONG ALL NEW FENCE AND SET ON THEPUBLIC 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.3. ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC ANDMOUNTED APPROXIMATELY 48 INCHES ABOVE GRADE TO THE BOTTOM OF THE SIGN.4. SIGNS SHALL BE MOUNTED TO THE FENCE USING APPROVED SIGN MOUNTING BRACKETS ORHARDWARE. THE USE OF WIRE TIRES SHALL BE NOT PERMITTEDFENCING SIGN SCHEDULESIGN #DESCRIPTIONLETTERSIZESERIESLETTERSSIZE COMMENTSAIRPORT PROPERTYNO TRESPASSINGSEE DETAIL SEE DETAIL SEE DETAIL SEE NOTE 21FENCING NOTES:1. THE FENCE ALIGNMENT SHALL BE FIELD STAKED BY THE CONTRACTOR AND VERIFIED BY THEENGINEER PRIOR TO INSTALLATION. THE FENCE CORNERS SHOWN ON THE PLANS ARE GIVEN BYSTATION AND OFFSET WITH RESPECT TO BASELINE 'A' UNLESS OTHERWISE NOTED.2. THE FENCE ALIGNMENT SHOWN ON THE PLANS IS APPROXIMATE AND SUBJECT TO CHANGE, ASORDERED BY THE ENGINEER OR AS DICTATED BY FIELD CONDITIONS.3. FENCE POSTS SHALL BE SET ON THE AIRSIDE OF THE SECURITY FENCE.4. FENCE FABRIC SHALL BE HUNG ON THE LANDSIDE/PUBLIC SIDE OF THE SECURITY FENCE.5. THE CONTRACTOR SHALL CONFIRM UTILITY LOCATIONS PRIOR TO DIGGING. THE CONTRACTORSHALL COORDINATE WORK WITH THE STATES 8-1-1 UTILITIES LOCATING SERVICE AND AIRPORTAGENCIES.6. IN AREAS WHERE CLEARANCE BELOW ANY PORTION OF THE FENCE EQUALS OR EXCEEDS SIX (6)INCHES, ADDITIONAL STRANDS OF BARBED WIRE SHALL BE INSTALLED. THE COST FOR THIS WORKSHALL BE INCIDENTAL TO THE PROJECT AND SHALL BE COMPLETED TO THE SATISFACTION OF THEENGINEER.7. THE CONTRACTOR SHALL DISPOSE OF ALL FENCE REMOVED AS PART OF THE PROJECT OFF-SITE INACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.8. NO FIELD WELDING TO THE FENCE OR GATES WILL BE ALLOWED. ALL CONNECTIONS/SUPPORTSNEEDED TO INSTALL CONDUITS, CARD READERS, ETC. TO THE FENCE AND GATES SHALL BE MADEWITH HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHER APPROVED RUST-INHIBITIVEMATERIALS.9. FENCE GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS. THE COSTFOR GROUNDING SHALL BE INCLUDED IN THE BID PRICE PER LINEAR FOOT OF FENCE.FENCE SIGN NOTES:1. SIGNS SHALL HAVE BLACK OR RED LETTERS ON A WHITE ENCLOSED LENS TYPE REFLECTIVEBACKGROUND. THE SIGNS SHALL HAVE ROUNDED CORNERS, PINSTRIPE BORDER, AND STANDARDSERIES "B", "C", OR "D" LETTERS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MUTCD) AND VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGESPECIFICATIONS, 2007. UNLESS OTHERWISE NOTED, ALL SIGN MATERIALS SHALL BE INACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION / HIGHWAY SPECIFICATIONS.2. AIRPORT PROPERTY SIGNS (SIGN NO.1) SHALL BE INSTALLED ALONG ALL NEW FENCE AND SET ONTHE PUBLIC SIDE. SIGN LOCATIONS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR ANDCOORDINATED WITH THE ENGINEER PRIOR TO INSTALLATION.3. ALL CHAIN LINK FENCE SIGNS SHALL BE SECURELY FASTENED TO THE FENCE OR GATE FABRIC ANDMOUNTED APPROXIMATELY 48 INCHES ABOVE GRADE TO THE BOTTOM OF THE SIGN.4. SIGNS SHALL BE MOUNTED TO THE FENCE USING APPROVED SIGN MOUNTING BRACKETS ORHARDWARE. THE USE OF WIRE TIRES SHALL NOT BE PERMITTED.5. THE FOLLOWING GENERAL GUIDELINES SHALL BE USED FOR THE INSTALLATION OF ALL AIRPORTPROPERTY SIGNS (SIGN NO. 1):a. PUBLIC AND ROAD AREAS: 100 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACHMAJOR FACE.b. REMOTE AREA: 300 FOOT MAXIMUM SPACING WITH AT LEAST ONE SIGN ON EACH MAJOR FACE.NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: IMAGES:DRAWING: 18120-FND.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) 652-8371RECONSTRUCT TERMINAL APRONFENCING NOTES & DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203538 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-FND.dwg, L1, 11/27/2020 7:04:35 AM, mrm
SCALE: 1"=10'10010FEET20SHEET INDEXNOTES1. ALL STATIONS AND OFFSETS GIVEN WITH RESPECTTO BASELINE "A" (TAXIWAY A CENTERLINE) UNLESSOTHERWISE NOTED.2. CONSTRUCTION JOINTS SHALL BE LOCATED ASPROPOSED BY THE CONTRACTOR IN THEIRLAY-DOWN PLAN AND AS REVIEWED BY THEENGINEER.3. REFER TO "JOINT DETAILS" FOR ADDITIONALNOTES AND DETAILS FOR CONCRETE PAVING.LEGENDTHICKENED EDGE EXPANSION JOINT (ATPROPOSED BITUMINOUS TRANSITION)THICKENED EDGE EXPANSION JOINT (ATPROPOSED CONCRETE TRANSITION)THICKENED EDGE EXPANSION JOINT (ATHELICOPTER PARKING PAD TRANSITION)SAWED CONTRACTION JOINT (AT PROPOSEDCONCRETE TRUCK PARKING CURB)SAWED DUMMY JOINT CONTRACTION WITHOUTDOWELSWWF WELDED WIRE FABRICPROPOSED JOINT SPOT ELEVATIONEXISTING PCC JOINTPROPOSED PCC JOINTPROPOSED MOUNTABLE CURBCONTINUALLY REINFORCED CONCRETE SLABS -#5 BARSCRUSHED GRAVEL SIDEWALKAA1A2C1D905.44N250' RT300' RT200' RT250' RT300' RT200' RT28+0027+5028+0027+502 EQ. SPACES @ 12.5' ±2 EQ
.
SPACES
@
12
.5
'
±YZ12A2A2DDA2A2A2A2A2A2DD721.01720.73720.87720.83720.97720.69720.65720.79720.93Pipe37+00300' RT36+5037+5037+0036+5037+50250' RT350' RT300' RT250' RT350' RT3 EQ. SPACES @ 14' ±3 EQ. SPACES @ 12.6' ±5 EQ. SPACES @ 14' ±12346589ABCDEGH2 EQ. SPACES @ 9' ±2 EQ. SPACES@ 7.75' ±70.0080.00A1A1DAAAAAADDDDDDDDDDDDDDDDA1AADDC1ADDC1ADDC1ADDC1ADDC1DDDDDDDDDDDDDDDDDDDDDDDDDDD716.10716.312 EQ. SPACES @ 12.5' ±12.00SEE "CONTAINMENTWALL SECTION DETAIL"ON THE JOINT DETAILSSHEETSEE "CONTAINMENT WALL SECTION DETAIL"ON THE JOINT DETAILS SHEETSEE "MOUNTABLE CURB DETAIL"ON THE JOINT DETAILS SHEET1' BY 1' DRAINAGE SUMP, SEE"DRAINAGE SUMP AND OUTLETDETAIL" ON THE JOINT DETAILSSHEETDAA714.35714.72715.24715.66715.18714.87714.66715.19714.84714.60714.54714.81715.20715.20714.78714.48714.41714.75715.23716.25716.04715.656" PVCGATE VALVE/POST INDICATOR.SEE "POST INDICATOR VALVE DETAIL"ON THE DRAINAGE DETAILS SHEET.TO BE FIELD LOCATED BY THECONTRACTOR AND APPROVED BYTHE ENGINEER DURINGCONSTRUCTION.6" DRAIN PIPE INV. OUT = 712.30STA 37+24.60, 359.40' RTSEE "MODIFIED CG-6 W/ DRY GUTTER DETAIL"ON THE JOINT DETAILS SHEETINSTALL FOUR FOOT (4') WIDE,SIX INCH (6") DEEP CRUSHEDGRAVEL SIDEWALK AS SHOWN.COMPACT AND GRADE TO DRAIN.(NO SEPARATE PAY ITEM)BEGIN "MODIFIED CG-6 W/ DRY GUTTER"STA 37+09.52, 379.52' RTEND "MODIFIED CG-6 W/ DRY GUTTER"STA 36+89.50, 344.67' RTNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 geom-pro.dwg; 18120 plan-ex.dwg; 18120 sheet-key.dwg IMAGES:DRAWING: 18120-JNT.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) 652-8371RECONSTRUCT TERMINAL APRONJOINT LAYOUTWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203638 1" = 10'PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-JNT.dwg, L1, 11/27/2020 7:04:56 AM, mrm
NEAREST JOINT8"SAW AND PLACE SEALTYPE D - SAWED DUMMY CONTRACTION JOINTNTS(DUMMY CONTRACTION JOINT)6"R-316 HYDRUALICCEMENT CONCRETEPAVEMENTP-209 CRUSHED AGGREGATE BASE COURSE #5 BARS @ 12" O.C. E.W.4" CLEARANCE ON BOTTOM AND 2" CLEARANCE ON SIDES.TYPE A - THICKENED EDGE EXPANSION JOINT(AT PROPOSED BITUMINOUS TRANSITION)NTS10"6"8"P-209 CRUSHEDAGGREGATE BASECOURSECOMPACTED SUBGRADER-316 HYDRAULICCEMENT CONCRETEPAVEMENT10"8"NEAREST JOINTTYPE A1 - THICKENED EDGE EXPANSION JOINT(AT PROPOSED CONCRETE TRANSITION)NTS6"10"8"NEAREST JOINT6"R-316 HYDRAULICCEMENT CONCRETEPAVEMENTCOMPACTED SUBGRADE6"4"P-304 CEMENT TREATEDBASE COURSEP-401 ASPHALT SURFACECOURSEP-209 CRUSHED AGGREGATE BASE COURSE R-316 HYDRAULICCEMENT CONCRETEPAVEMENTP-209 CRUSHEDAGGREGATE BASECOURSEJOINT SEAL AND EXPANSION MATERIAL NOTES1. THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER'S LITERATURE AND RECOMMENDATIONS FOR INSTALLATION OF THE SEALANT TO THE ENGINEER FOR APPROVAL.2. ALL JOINTS SHALL BE MECHANICALLY CLEANED OF ALL CURING COMPOUND AND BLOWN OUT WITH COMPRESSED AIR BEFORE INSTALLATION OF THE SEALANT.3. THE CONTRACTOR SHALL DEMONSTRATE HIS/HER ABILITY TO COMPLY WITH THE DRAWINGS AND SPECIFICATION REQUIREMENTS BY PLACING A TEST SECTION WHICH INCLUDES BOTHLONGITUDINAL AND TRANSVERSE JOINTS.4. CONCRETE TO CONCRETE JOINTS SHALL BE SEALED WITH A FUEL RESISTANT SILICONE JOINT SEALANT OR APPROVED EQUIVALENT. ALL JOINTS SEALED SHALL BE PRIMED, PRIOR TO THEINSTALLATION OF THE SEALANT, WITH A PRIMER RECOMMENDED BY THE SEALANT MANUFACTURER. CONCRETE TO ASPHALT JOINTS SHALL BE SEALED WITH A FUEL RESISTANT SILICONEJOINT SEALANT OR APPROVED EQUIVALENT.5. THE CONTRACTOR SHALL SUBMIT A WRITTEN PLAN FOR SEALING ALL JOINTS WITH THE DIMENSIONS OF MATERIAL, WIDTHS, DEPTHS, APPROPRIATE FOR THE TYPE SEAL SELECTED, TO THEENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A CERTIFIED MANUFACTURER'S REPRESENTATIVE ON SITE DURING THE FIRST DAY OF JOINT SEALING INSTALLATION.6. BACKER ROD SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER. CARE SHALL BE TAKEN TO AVOID STRETCHING THE BACKER ROD DURING INSTALLATION AND TO INSTALLIT AT THE RECOMMENDED DEPTH.7. BACKER ROD SHALL BE NON-ABSORBENT CLOSED CELL.8. BACKER ROD SHALL BE CONTINUOUS BETWEEN JOINT INTERSECTIONS AND CONSIST OF A SINGLE PIECE OF APPROPRIATE SIZE AS RECOMMENDED BY THE MANUFACTURER.9. EXPANSION JOINTS BETWEEN CONCRETE SECTIONS SHALL CONSIST OF SELF-EXPANDING CORK MATERIAL IN ACCORDANCE WITH ASTM D1752. EXPANSION JOINTS THAT TRANSITIONFROM CONCRETE TO BITUMINOUS SHALL CONSIST OF EXPANSION MATERIAL IN ACCORDANCE WITH ASTM D994.10. EXPANSION MATERIAL FOR ALL EXPANSION JOINTS SHALL BE ONE (1) CONTINUOUS PIECE IN THE VERTICAL DIRECTION.WELDED WIRE FABRIC NOTES1. WELDED WIRE FABRIC SHALL BE INSTALLED IN ALL ODD-SHAPED SLABS AND IN SLABS CONTAINING STRUCTURES.2. WELDED WIRE FABRIC SHALL BE WWF 4 X 4 - W4 X W4, UNLESS OTHERWISE APPROVED BY THE ENGINEER, AND SHALL BE PLACED 4 INCHES BELOW THE SURFACE.NEAREST JOINTTYPE A2 - THICKENED EDGE EXPANSION JOINT(AT HELICOPTER PARKING PAD TRANSITION)NTS12"10"6"P-209 CRUSHEDAGGREGATE BASECOURSECOMPACTED SUBGRADER-316 HYDRAULICCEMENT CONCRETEPAVEMENT8"4"P-401 ASPHALT SURFACECOURSEP-209 CRUSHEDAGGREGATE BASECOURSET/2 = 4"#5 BARS @ 12" O.C. E.W.4" CLEARANCE ON BOTTOM AND 2" CLEARANCE ON SIDES.#5 BARS @ 12" O.C. E.W.4" CLEARANCE ON BOTTOM AND 2" CLEARANCE ON SIDES.#5 BARS @ 12" O.C. E.W.4" CLEARANCE ON BOTTOM AND 2" CLEARANCE ON SIDES.ISOLATION JOINT SEALANT DETAILNTS1/4" TO 3/8"1-1/2" TO1-5/8"3/4"3/8"BACKER ROD, ASTM D5249PREFORMED EXPANSIONMATERIAL, ASTM D994 OR D1752PLACE JOINTSEALER (P605)NOTE:1. JOINT DEPTH TO BE DETERMINED FOLLOWING MANUFACTURER'SRECOMMENDATIONS (ASPECT RATIO).T/4W = 1/2" MIN TO 5/8" MAXNOTES:1. THE CONTRACTOR SHALL SUBMIT THE MANUFACTURER'S LITERATURE ANDRECOMMENDATIONS FOR INSTALLATION OF THE SEALANT TO THEENGINEER FOR APPROVAL.2. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL AJOINT LAYOUT PLAN PRESENTING JOINT DIMENSIONS (WIDTH AND DEPTH)AND MATERIAL TO BE USED FOR EACH JOINT. PLAN SHALL BE SUBMITTEDAS PART OF SHOP DRAWING SUBMITTAL.3. ALL JOINTS SHALL BE MECHANICALLY CLEANED OF ALL CURING COMPOUNDAND BLOWN OUT WITH COMPRESSED AIR BEFORE INSTALLATION OF THEJOINT MATERIAL.4. THE CONTRACTOR SHALL DEMONSTRATE THE ABILITY TO COMPLY WITHTHE DRAWINGS AND SPECIFICATION REQUIREMENTS BY PLACING A TESTSECTION WHICH INCLUDES BOTH LONGITUDINAL AND TRANSVERSE JOINTS.5. JOINTS SHALL BE SEALED WITH SILICONE JOINT SEALANT. IFRECOMMENDED BY THE SEALANT MANUFACTURER, A PRIMER SHALL BEAPPLIED TO THE JOINT PRIOR TO PLACEMENT OF THE JOINT SEAL.6. IF PAVEMENT IS TO BE GROOVED OR DIAMOND GRINDED AFTER PLACEMENTOF SEALANT, INCREASE ALL DEPTHS BY DEPTH OF GROOVE OR GRIND.SAWED JOINT SEAL DETAILNTS1/2 WAS REQ'D BYMANUFACTURER1" MINSEALANT SHALL REMAIN BELOWTHE PAVEMENT SURFACE (1/4"MIN TO 1/2" MAX) (SEE NOTE 6)BACKER RODNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-pro PHA1.dwg IMAGES:DRAWING: 18120-JTD.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) 652-8371RECONSTRUCT TERMINAL APRONJOINT NOTES & DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203738 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-JTD.dwg, L2, 11/27/2020 7:05:14 AM, mrm
TRUCK PARKINGAIRCRAFT APRONR=1"1" DIA(3) #3 REBAR1-1/2"±DOWELS-#7 REBAR (2' LONG MIN) PREDRILLPAVEMENT PRIOR TO ANCHOR DOWELINSTALLATION. CONCRETE SHALL HAVE ACOMPRESSIVE STRENGTH IN EXCESS OF3,000 PSI.6±1/2"3-1/4"±8"±1"6'6-1/2"±CONCRETE PARKING BLOCK DETAILNTSCONTAINMENT WALL CORNER DETAIL(PLAN)NTS#5 HORZ. BARS @ 9" O.C.#6 VERTICAL BARS @ 6" O.C.#6 CORNER BARS @ 5" O.C. 24" MIN OVERLAP EACH DIRECTION3" MIN. COVER12"NOTES:1. HORIZONTAL BARS TO BE #5.2. AT CORNERS, PROVIDE #5 90° BEND TIE-BAR WITH MIN.OVERLAP=24" EACH DIRECTION.8"P-209 CRUSHED AGGREGATE BASE COURSE6"CONTAINMENT WALL SECTION DETAIL(PROFILE)NTS8"ROUGHEN SURFACE IFMADE IN 2 POURS#5 BARS @ 9" O.C. & VARIES4 HORZ. BARS EVENLY SPACED#5 BARS @ 6" O.C.3" MIN. COVERELEV = 715.601" x 1" CHAMFER, TYP24" MIN12"NOTES:1. HORIZONTAL BARS TO BE #5.2. AT CORNERS, PROVIDE #6 90° BEND TIE-BAR WITH MIN.OVERLAP=24" EACH DIRECTION.R-316 HYDRAULIC CEMENTCONCRETE PAVEMENT6"8"#5 90° BAR, SPACED 18" O.C.4" FUEL RESISTANT WATER STOPIF MADE IN TWO POURS#6 BARS @ 6" O.C.3" MIN. COVER#5 BARS @ 12" O.C. E.W.4" CLEARANCE ON BOTTOM AND 2" CLEARANCE ON SIDES.1" x 1" CHAMFER, TYPHEIGHT VARIES3"4'VARIABLE HEIGHTCONCRETE PARKINGBLOCK715.60715.60715.76714.35SEE "MOUNTABLE CURB DETAIL".±3.1%SEE "TRUCK PARKINGCONTAINMENT WALLSECTION".CONCRETE PARKINGBLOCK715.25715.25715.60714.66SEE "MOUNTABLE CURB DETAIL".±1.5%SEE "TRUCK PARKINGCONTAINMENT WALLSECTION".APRON TIE-INAPRON TIE-INSEE "THICKENED EDGEEXPANSION JOINTAT CONCRETE TRUCKPARKING CURB" DETAILSEE "DRAINAGESUMP ANDOUTLET DETAIL".5'5'C715.60715.60TOFATOFATOFATSATSATSATSATank37+00300' RT36+5037+50350' RT300' RT350' RT18" RCPD601D6026" PVC71471571037+0036+5037+50715710711712P-209 CRUSHED AGGREGATE BASE COURSE R-316 HYDRAULICCEMENT CONCRETEPAVEMENT6" DRAIN PIPE.INV. IN = 713.201'1.15'TOP OF SLABELEV. = 714.353.0%BENT BAR TO MATCHCONTAINMENT WALL/SLABREINFORCEMENTGATE VALVE/POST INDICATOR.SEE "POST INDICATOR VALVEDETAIL" ON THE DRAINAGEDETAILS SHEET.±2"±4"713.2013"2'6"2'-6"6"4"2" R7"1/4":1'MODIFIED CG-6 W/ DRY GUTTERNTSNOTES:1. PAYMENT PER "CONCRETE CURB & GUTTER, CG-6".2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST.R=1"ROUND TOPSEE "CONCRETE PARKINGBLOCK" DETAIL (TYP)5'4'CONTAINMENT AREA WALL VERTICAL JOINT DETAIL(TOP OF WALL VIEW)NTS1/4 INCH CHAMFER WITH FUELRESISTANT SILICONE SEALANT.MATCH SPACING WITHLONGITUDINAL ANDTRANSVERSE JOINTS ONSURFACE CONCRETE6.67'STA 36+89.50, 359.50' RTSTA 36+71.50, 359.50' LTSTA 36+71.50, 344.00' RTSTA 36+89.50, 344.00' RTSTA 37+30.50,344.00' RTSTA 37+30.50, 274.00' RTSTA 36+50.50, 274.00' RTSTA 36+50.50,344.00' RTSTA 36+91.50, 344.67' RTSTA 36+90.50, 274.00' RT2.5'SCALE: NONEBBAADRAINAGE SUMP AND OUTLET DETAILNTSMOUNTABLE CURB DETAILNTSSECTION B-BNTSSECTION A-ANTSNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 topo-pro PHA1.dwg IMAGES:DRAWING: 18120-JTD.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) 652-8371RECONSTRUCT TERMINAL APRONFUEL TRUCK PARKINGDETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 20203838 NONEPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-JTD.dwg, L3, 11/27/2020 7:05:15 AM, mrm
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VDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 18120 topo-ex PHA1.dwg; 18120 plan-ex.dwg; 18120 soil map.dwg IMAGES:DRAWING: 18120 DAM PRE.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - EXISTINGWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLB1" = 100'DECEMBER 2020 D1INSETSCALE: 1"=40'SEE INSETPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 DAM PRE.dwg, L1, 11/27/2020 7:05:37 AM, mrm
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714RIPRAPRIPRAPRIPRAPRIPRAPDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseGuard RailGuard RailDenseDenseDenseDenseDenseDenseDenseDenseDenDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseRock(s)DenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseGuyGuyDebrisGuyGuyDenseDenseDenseDebrisRock(s)DenseDenseA/CA/CA/CA/CDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDense708.8708.9708.2708.5SHENANDOAH GAS COMPANYEXISTING 6" GASELINEE106E107E110E111E112E113E108E109E118E119E116E117E114E115E120E121E122E123E124E125E126E127E128E130E129E201E203E202E205E204E207E208E206E210E211E209E212E213E214E215E216E217CONC. DITCHPAINT STRIPEASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTASPHALTCONCRETEASPHALTE.P.HOSE BIB8' CHAINW/BARB WIREASPHALTFENCE GUIDEWIREWATERVALVEGAS VALVE &MARKERE.P.E.P.EXISTING 6" GASELINE ABANDONED IN PLACED105D209D103D104D207D208D206D302D101D301D106D102D205D203D202D201D204LOD30" RCP18" RCP18" RCP18" RCP18" RCPD505D504D601D602D60330" RCP6" PVCD503D502D501LODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODD506D507D50824" RCP36" RCPD502A72071671771871971571471571771471671571471371271171972072172172272372472572672772871671071271371471471571571471571671571571671771571671371371372072072072572018" RCPFF 721±VVVVVVVVVVVVVVVVVVVVVVVVOUTFALL AOUTFALL BOUTFALL A CHANNEL CROSSSECTIONS(SEE STORMWATERCOMPLIANCE SHEETS)OUTFALL B CHANNEL CROSS SECTIONS(SEE STORMWATER COMPLIANCE SHEETS)LODLODLODLODLODLODLODLODLODLODLODLODLODLOD720717718719721715714716717718719719718716720721722723724725715716717717717718720720LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD717718719720718VVVVVVVVVVVVVVVVVVVVVVVV
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VVVV GH1I1JKAC4C3C9C15C2C5C12EC11C13C6C7C8C14C1BC10C16F1F2C9.1LI2I3H2F3F4V VVVVMH3MN1SEE "DRAINAGE AREA MAP -AIRPORT" FOR THEREMAINING DRAINAGE AREASAND OUTFALL CVVVVVVVVVVVVVV
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VVVVVVVVVVVVVVVVVVVVVVVGRASS CHANNEL #1NSCALE: 1"=100'1000FEET200100LEGENDPOINT OF OUTFALL ANALYSISOVERLAND FLOWSHALLOW CONCENTRATED FLOWCHANNELIZED FLOWDRAINAGE AREA BOUNDARYVVVVVVSOILS MAP DATAMAP SYMBOLSOIL DESCRIPTIONHYDROLOGICSOIL GROUP3BBLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESC/D9BCLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESC/D41CWIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENTSLOPESD7157207187157137147167177127157127137147167177187197197167177187197207207207187197187187117127137147
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VVVVV VVVVVVVVVVVVVVVDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 18120 topo-pro PHA2.dwg; 18120 topo-pro PHA1.dwg; 18120 topo-ex PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 geom-pro PHA2.dwg; 18120 soil map.dwg IMAGES:DRAWING: 18120 DAM POST.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - PROPOSEDWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLB1" = 100'DECEMBER 2020 D2INSETSCALE: 1"=40'SEE INSETPREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 DAM POST.dwg, L1, 11/27/2020 7:06:04 AM, mrm
W1C3B41B1B41D41C41D41D41D1B9C1B1B9C9B41C9B1C41D9C41C41E41E41C9B1B9B9B3B3B3B3B3B3B3B1C41E41E41E41E41ELOD
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7157117127137147107157097117127137147167157147167167157167177127207197157207127137147167177187197157207167177187207177187197197207187197207177187197157167177187147207177187197007017027037
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714700690RIPRAPRIPRAPRIPRAPRIPRAPDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDebrislumberDebrislumberDebrislumberDebrislumberDenseDenseDenseDenseDenseDenseDebrisDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDebrisDebrisDebrisDebrisA/CDebrisDenseRock(s)DenseDenseDebrisDenseDenseDebrislumberDenseDenseDenseDenseDebrisDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseRock(s)DenseDenseA/CDenseDenseRock(s)DenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseRock(s)A/CDenseDenseDenseA/CA/CDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseGuyGuyDebrisGuyGuyDenseDenseDenseDebrisRock(s)DenseDenseA/CA/CA/CA/CDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDenseDebrisWaterWaterDenseDenseDebrisDebrisDebrisRock(s)GuyDebrisGuyGuyGuyGuyGuyDenseDenseDenseDenseDebrisFHE106E107E110E111E112E113E108E109E118E119E116E117E114E115E120E121E122E123E124E125E126E127E128E130E129E133E132E131E136E137E138E139E140E141E142E143E144E145E146E164E165E166E159E160E163E162E161E157E158E155E156E153E154E152E151E149E150E147E148E201E203E202E205E204E207E208E206E210E211E209E212E213E214E215E216E217OKV COKV ACONC. DITCHPAINT STRIPECONC. DITCHCONC. DITCHCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO||||||||||||||||||||||||||||||||STOP STOP
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VVVVVVVVVVVVVVVVGRASS CHANNEL #1SCALE: 1"=200'2000200FEET400LEGENDPOINT OF OUTFALL ANALYSISOVERLAND FLOWSHALLOW CONCENTRATED FLOWCHANNELIZED FLOWDRAINAGE AREA BOUNDARYVVVVVVSOILS MAP DATAMAP SYMBOLSOIL DESCRIPTIONHYDROLOGICSOIL GROUP3BBLAIRTON SILT LOAM, 2 TO 7 PERCENT SLOPESC/D9BCLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPESC/D41CWIKERT-BERKS CHANNERY SILT LOAMS, 8 TO 15 PERCENTSLOPESDDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: 18120 geom-pro PHA2.dwg; 18120 topo-pro PHA2.dwg; 18120 topo-ex PHA2.dwg; 18120 plan-ex (17046PH2B).dwg; 18120 soil map.dwg IMAGES:DRAWING: 18120 DAM AIRPORT.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA MAP - AIRPORTWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLB1" = 200'DECEMBER 2020 D3PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 DAM AIRPORT.dwg, L1, 11/27/2020 7:06:32 AM, mrm
NOTE:1. THE SCS TR-55 METHOD WAS USED TODETERMINE THE DISCHARGE RATES FORTHE VARIOUS DESIGN STORMS.HYDROLOGIC DATA - EXISTING CONDITIONSDRAINAGEAREAIMPERVIOUS COVERGRASS, GOOD CONDITIONWOODS, GOOD CONDITIONTOTALCONTRIBUTINGDRAINAGE AREAWEIGHTEDCNTIME OFCONCENTRATION1 YEAR STORMEVENT PEAKDISCHARGE2 YEAR STORMEVENT PEAKDISCHARGE10 YEAR STORMEVENT PEAKDISCHARGEHSG A B C D A B C D A B C DCN 98 98 98 98 39 61 74 80 30 55 70 77DRAINAGE AREA A 0.00 0.00 1.41 1.41 0.00 0.00 3.40 3.40 0.00 0.00 0.00 0.009.628375 MIN4.676.5014.07DRAINAGE AREA B 0.00 0.00 0.11 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.51985 MIN1.652.003.29DRAINAGE AREA C1 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.53 0.00 0.00 0.00 0.000.5979 25 MIN0.470.681.59DRAINAGE AREA C2 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.000.287725 MIN0.190.280.70DRAINAGE AREA C3 0.00 0.00 0.02 0.18 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.000.23965 MIN0.700.861.45DRAINAGE AREA C4 0.00 0.00 0.10 0.10 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.000.24955 MIN0.710.881.51DRAINAGE AREA C5 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.03985 MIN0.100.120.21DRAINAGE AREA C6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.000.06808 MIN0.070.100.23DRAINAGE AREA C7 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05985 MIN0.170.200.33DRAINAGE AREA C8 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.24985 MIN0.780.951.56DRAINAGE AREA C9 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.10985 MIN0.330.400.66DRAINAGE AREA C9.1 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.09 0.00 0.00 0.00 0.000.18777 MIN0.190.280.67DRAINAGE AREA C10 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.000.14778 MIN0.140.210.51DRAINAGE AREA C11 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.1298 5 MIN0.390.470.78DRAINAGE AREA C12 0.00 0.00 0.06 0.06 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.000.16937 MIN0.420.530.93DRAINAGE AREA C13 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.06987 MIN0.180.220.36DRAINAGE AREA C14 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.04985 MIN0.120.150.25DRAINAGE AREA C15 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05985 MIN0.170.200.33DRAINAGE AREA C16 0.00 0.00 0.02 0.02 0.00 0.00 0.17 0.24 0.00 0.00 0.00 0.000.457915 MIN0.460.671.53DRAINAGE AREA E 0.00 0.00 0.14 0.15 0.00 0.00 0.75 0.81 0.00 0.00 0.00 0.001.858042 MIN1.131.633.73DRAINAGE AREA F1 0.00 0.00 0.10 0.14 0.00 0.00 0.56 1.08 0.00 0.00 0.00 0.001.888133 MIN1.361.964.45DRAINAGE AREA F2 0.00 0.00 0.89 1.02 0.00 0.00 0.91 1.38 0.00 0.00 0.00 0.004.208740 MIN3.955.2710.49DRAINAGE AREA G 0.00 0.00 0.15 0.15 0.00 0.00 1.57 1.57 0.00 0.00 0.00 0.003.447935 MIN2.143.147.46DRAINAGE AREA H 0.00 0.00 0.15 0.15 0.00 0.00 1.38 1.38 0.00 0.00 0.00 0.003.067929 MIN2.183.177.45DRAINAGE AREA I 0.00 0.00 0.94 0.94 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.002.38946 MIN6.578.1814.25DRAINAGE AREA J 0.00 0.00 0.50 0.50 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.001.06977 MIN3.203.896.49DRAINAGE AREA K 0.00 0.00 1.19 1.19 0.00 0.00 0.58 0.58 0.00 0.00 0.00 0.003.54919 MIN8.0110.2118.55DRAINAGE AREA L 0.00 0.00 0.20 0.20 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.000.72895 MIN1.642.144.05DRAINAGE AREA M 0.00 0.00 0.41 0.41 0.00 0.00 0.81 0.81 0.00 0.00 0.00 0.002.448411 MIN3.685.0110.34DRAINAGE AREA N1 0.00 0.00 0.71 0.71 0.00 0.00 1.72 1.73 0.00 0.00 0.00 0.004.878336 MIN3.985.5311.88DRAINAGE AREA N2 0.00 0.00 5.12 5.13 0.00 0.00 3.81 3.81 0.00 0.00 0.00 0.0017.878944 MIN18.1423.6345.21DRAINAGE AREA N3 0.00 0.00 1.15 1.15 0.00 0.00 1.17 1.18 0.00 0.00 0.00 0.004.658713 MIN8.0310.5920.55DRAINAGE AREA O1 0.00 0.00 0.23 0.22 0.00 0.00 0.97 0.96 0.00 0.00 0.00 0.002.388134 MIN1.912.695.96DRAINAGE AREA O2 0.00 0.00 0.62 0.62 0.00 0.00 2.77 2.77 0.00 0.00 0.00 0.006.788138 MIN4.626.5814.91DRAINAGE AREA O3 0.00 0.00 1.70 1.70 0.00 0.00 1.85 1.85 0.00 0.00 0.00 0.007.10878 MIN13.5117.8734.98DRAINAGE AREA P1 0.00 0.00 0.11 0.11 0.00 0.00 0.33 0.34 0.00 0.00 0.00 0.000.898212 MIN1.181.643.51DRAINAGE AREA P2 0.00 0.00 0.43 0.43 0.00 0.00 2.82 2.82 0.00 0.00 0.00 0.006.508033 MIN4.506.5215.05DRAINAGE AREA Q0.00 0.00 7.26 7.26 0.00 0.00 25.59 25.59 0.00 0.00 0.00 0.0065.708252 MIN37.5253.20118.52DRAINAGE AREA R 0.00 0.00 0.40 0.40 0.00 0.00 6.10 6.10 0.00 0.00 0.00 0.0013.007835 MIN7.8511.6129.93DRAINAGE AREA S 0.00 0.00 0.64 0.64 0.00 0.00 3.78 3.79 0.00 0.00 0.00 0.008.858034 MIN6.168.9020.45DRAINAGE AREA T 0.00 0.00 0.37 0.37 0.00 0.00 1.63 1.63 0.00 0.00 0.00 0.004.008132 MIN3.074.379.86DRAINAGE AREA U 0.00 0.00 0.06 0.06 0.00 0.00 3.73 3.73 0.00 0.00 0.00 0.007.587735 MIN4.196.3015.520 0 25 26 0 0 67 69 0 0 0 018883OUTFALL ANALYSIS - EXISTING CONDITIONOUTFALL1 YEAR(CFS)2 YEAR(CFS)10 YEAR(CFS)100 YEAR(CFS)A9.36 14.34 30.46 38.76B4.16 6.09 14.39 16.51C9.72 32.80 119.46 242.45DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 18120 STORMWATER COMPLIANCE.dwg LAYOUT: L3CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA SUMMARIESWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLBNONEDECEMBER 2020 D4PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 STORMWATER COMPLIANCE.dwg, L3, 11/27/2020 7:07:11 AM, mrm
NOTE:1. THE SCS TR-55 METHOD WAS USED TODETERMINE THE DISCHARGE RATES FORTHE VARIOUS DESIGN STORMS.HYDROLOGIC DATA - PROPOSED CONDITIONSDRAINAGEAREAIMPERVIOUS COVERGRASS, GOOD CONDITIONWOODS, GOOD CONDITIONTOTALCONTRIBUTINGDRAINAGE AREAWEIGHTEDCNTIME OFCONCENTRATION1 YEAR STORMEVENT PEAKDISCHARGE2 YEAR STORMEVENT PEAKDISCHARGE10 YEAR STORMEVENT PEAKDISCHARGEHSG A B C D A B C D A B C DCN 98 98 98 98 39 61 74 80 30 55 70 77DRAINAGE AREA A0.00 0.00 1.40 1.40 0.00 0.00 2.87 2.87 0.00 0.00 0.00 0.008.548475 MIN4.356.0012.77DRAINAGE AREA B0.00 0.00 0.11 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.51985 MIN1.652.003.29DRAINAGE AREA C10.00 0.00 0.00 0.00 0.00 0.00 0.06 0.53 0.00 0.00 0.00 0.000.5979 25 MIN0.470.681.59DRAINAGE AREA C2 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.000.287725 MIN0.190.280.70DRAINAGE AREA C3 0.00 0.00 0.02 0.18 0.00 0.00 0.000.030.00 0.00 0.00 0.000.23965 MIN0.700.861.45DRAINAGE AREA C4 0.00 0.00 0.10 0.10 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.000.24955 MIN0.710.881.51DRAINAGE AREA C5 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.03985 MIN0.100.120.21DRAINAGE AREA C6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.000.06808 MIN0.070.100.23DRAINAGE AREA C7 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05985 MIN0.170.200.33DRAINAGE AREA C8 0.00 0.00 0.12 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.24985 MIN0.780.951.56DRAINAGE AREA C9 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.10985 MIN0.330.400.66DRAINAGE AREA C9.1 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.09 0.00 0.00 0.00 0.000.18777 MIN0.190.280.67DRAINAGE AREA C10 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.000.14778 MIN0.140.210.51DRAINAGE AREA C11 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.1298 5 MIN0.390.470.78DRAINAGE AREA C12 0.00 0.00 0.06 0.06 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.000.16937 MIN0.420.530.93DRAINAGE AREA C13 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.06987 MIN0.180.220.36DRAINAGE AREA C14 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.04985 MIN0.120.150.25DRAINAGE AREA C15 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.05985 MIN0.170.200.33DRAINAGE AREA C16 0.00 0.00 0.02 0.02 0.00 0.00 0.17 0.24 0.00 0.00 0.00 0.000.457915 MIN0.460.671.53DRAINAGE AREA E 0.00 0.00 0.03 0.04 0.00 0.00 0.09 0.25 0.00 0.00 0.00 0.000.418241 MIN0.560.691.20DRAINAGE AREA F1 0.00 0.00 0.01 0.05 0.00 0.00 0.25 0.77 0.00 0.00 0.00 0.001.088031 MIN0.781.122.61DRAINAGE AREA F2 0.00 0.00 0.69 0.85 0.00 0.00 0.73 1.21 0.00 0.00 0.00 0.003.488740 MIN3.274.388.74DRAINAGE AREA F3 0.00 0.00 0.29 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.58985 MIN1.882.273.74DRAINAGE AREA F4 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.06985 MIN0.190.220.37DRAINAGE AREA G 0.00 0.00 0.15 0.15 0.00 0.00 1.57 1.57 0.00 0.00 0.00 0.003.447935 MIN2.143.147.46DRAINAGE AREA H1 0.00 0.00 0.15 0.15 0.00 0.00 1.06 1.06 0.00 0.00 0.00 0.002.428030 MIN1.792.596.01DRAINAGE AREA H2 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.000.647717 MIN0.530.801.93DRAINAGE AREA H3 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.000.10775 MIN0.110.170.41DRAINAGE AREA I1 0.00 0.00 0.40 0.40 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.001.44895 MIN3.274.258.06DRAINAGE AREA I2 0.00 0.00 0.08 0.08 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.000.28895 MIN0.650.841.59DRAINAGE AREA I3 0.00 0.00 0.06 0.06 0.00 0.00 0.08 0.08 0.00 0.00 0.00 0.000.28865 MIN0.560.741.48DRAINAGE AREA J 0.00 0.00 1.42 1.42 0.00 0.00 0.84 0.84 0.00 0.00 0.00 0.004.52908 MIN10.1913.1024.16DRAINAGE AREA K1 0.00 0.00 0.90 0.90 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.002.12957 MIN5.947.3312.55DRAINAGE AREA K2 0.00 0.00 0.44 0.44 0.00 0.00 0.38 0.38 0.00 0.00 0.00 0.001.64886 MIN3.564.658.88DRAINAGE AREA L 0.00 0.00 0.20 0.20 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.000.72895 MIN1.642.144.05DRAINAGE AREA M 0.00 0.00 0.41 0.41 0.00 0.00 0.81 0.81 0.00 0.00 0.00 0.002.448411 MIN3.685.0110.34DRAINAGE AREA N1 0.00 0.00 0.71 0.71 0.00 0.00 1.72 1.73 0.00 0.00 0.00 0.004.878336 MIN3.985.5311.88DRAINAGE AREA N2 0.00 0.00 5.12 5.13 0.00 0.00 3.81 3.81 0.00 0.00 0.00 0.0017.878944 MIN18.1423.6345.21DRAINAGE AREA N3 0.00 0.00 1.15 1.15 0.00 0.00 1.17 1.18 0.00 0.00 0.00 0.004.658713 MIN8.0310.5920.55DRAINAGE AREA O1 0.00 0.00 0.23 0.22 0.00 0.00 0.97 0.96 0.00 0.00 0.00 0.002.388134 MIN1.912.695.96DRAINAGE AREA O2 0.00 0.00 0.62 0.62 0.00 0.00 2.77 2.77 0.00 0.00 0.00 0.006.788138 MIN4.626.5814.91DRAINAGE AREA O3 0.00 0.00 1.70 1.70 0.00 0.00 1.85 1.85 0.00 0.00 0.00 0.007.10878 MIN13.5117.8734.98DRAINAGE AREA P1 0.00 0.00 0.11 0.11 0.00 0.00 0.33 0.34 0.00 0.00 0.00 0.000.898212 MIN1.181.643.51DRAINAGE AREA P2 0.00 0.00 0.43 0.43 0.00 0.00 2.82 2.82 0.00 0.00 0.00 0.006.508033 MIN4.506.5215.05DRAINAGE AREA Q0.00 0.00 7.26 7.26 0.00 0.00 25.59 25.59 0.00 0.00 0.00 0.0065.708252 MIN37.5253.20118.52DRAINAGE AREA R 0.00 0.00 0.40 0.40 0.00 0.00 6.10 6.10 0.00 0.00 0.00 0.0013.007835 MIN7.8511.6129.93DRAINAGE AREA S 0.00 0.00 0.64 0.64 0.00 0.00 3.78 3.79 0.00 0.00 0.00 0.008.858034 MIN6.168.9020.45DRAINAGE AREA T 0.00 0.00 0.37 0.37 0.00 0.00 1.63 1.63 0.00 0.00 0.00 0.004.008132 MIN3.074.379.86DRAINAGE AREA U 0.00 0.00 0.06 0.06 0.00 0.00 3.73 3.73 0.00 0.00 0.00 0.007.587735 MIN4.196.3015.520 0 26270 0 67 68 0 0 0 018883OUTFALL ANALYSIS - PROPOSEDOUTFALL1 YEAR(CFS)2 YEAR(CFS)10 YEAR(CFS)100 YEAR(CFS)A8.92 10.08 19.23 35.46B4.04 5.90 14.02 16.42C6.91 25.47 119.46 221.08DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 18120 STORMWATER COMPLIANCE.dwg LAYOUT: L4CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDRAINAGE AREA SUMMARIESWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLBNONEDECEMBER 2020 D5PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 STORMWATER COMPLIANCE.dwg, L4, 11/27/2020 7:07:14 AM, mrm
STORMWATER MANAGEMENT PRACTICES HAVE BEEN DESIGNED TO COMPLYWITH VIRGINIA STORMWATER REGULATIONS AS DETAILED BELOW.STORMWATER QUANTITYCHANNEL PROTECTION HAS BEEN ADDRESSED BY REDUCING THEPOST-DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR 24-HOUR STORMEVENT BELOW THAT OF THE PRE-DEVELOPMENT CONDITIONS.(9VAC25-870-66 WATER QUANTITY: SECTION B.1.b)FLOOD PROTECTION HAS BEEN ADDRESSED BY REDUCING THEPOST-DEVELOPMENT PEAK FLOW RATE FROM THE TEN-YEAR 24-HOUR STORMEVENT BELOW THAT OF THE PRE-DEVELOPMENT CONDITIONS.(9VAC25-870-66 WATER QUANTITY: SECTION C.2.b.)DOWNSTREAM ANALYSIS OF THE RECEIVING CHANNEL HAS BEEN ADDRESSED BYREDUCING THE PEAK DEVELOPMENT RUNOFF VELOCITY FROM THE TWO-YEAR24-HOUR STORM AND VERIFYING THE CHANNEL CONTAINS THE FLOW DEPTH OFTHE 10-YEAR 24-HOUR STORM.(9VAC25-840-40 MINIMUM STANDARDS: MS-19)EXISTING 'AIRPORT BASIN' DETAILNTSTOP OF DAMELEV = 681.70INV. IN = 667.294:1100 YR PRE ELEV. = 680.20100 YR POST ELEV. = 680.0684 LF - 48" RCP CLASS IIISLOPE = 0.5%4:130 LF - 8" PVC., SCH. 40SLOPE = 2.0%30 LF - 15" RCP CLASS IIISLOPE = -1.0%W/ VALVETHROAT INLETINV. = 674.05EMERGENCY SPILLWAYELEV = 679.0710 YR PRE ELEV. = 677.2810 YR POST ELEV. = 677.002 YR PRE ELEV. = 674.722 YR POST ELEV. = 674.591 YR PRE ELEV. = 674.321 YR POST ELEV. = 674.25CUTOFF WALLCLOW F=3000 SHEAR VALVEDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 18120 STORMWATER COMPLIANCE.dwg LAYOUT: L1CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mSTORMWATER COMPLIANCESWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLBNONEDECEMBER 2020 D6PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 STORMWATER COMPLIANCE.dwg, L1, 11/27/2020 7:07:16 AM, mrm
PRE VS. POST RECEIVING CHANNEL DATADATAOUTFALL AOUTFALL BOUTFALL CPREPOSTPREPOSTPREPOSTTOTAL CONTRIBUTING DRAINAGE AREA = 21.08 AC17.62 AC8.59 AC8.59 AC160.41 AC163.71 ACCOMPUTED COMPOSITE CN VALUE =84.2485.7279.0779.0782.7882.84TIME OF CONCENTRATION = 30 MINUTES30 MINUTES30 MINUTES30 MINUTES50 MINUTES50 MINUTES*AREA INCLUDES ADDITIONAL 2.09 AC THAT FLOW INTO CHANNELOUTSIDE THE OUTFALL B ANALYSIS AREA1-YEAR PEAK RUNOFF = 9.36 CFS8.92 CFS4.16 CFS4.04 CFS9.72 CFS6.91 CFS2-YEAR PEAK RUNOFF = 14.34 CFS10.08 CFS6.09 CFS5.90 CFS32.80 CFS25.47 CFS10-YEAR PEAK RUNOFF = 30.46 CFS19.23 CFS14.39 CFS14.02 CFS119.46 CFS119.46 CFSCROSS SECTION ONE2-YEAR VELOCITY = 2.95 FPS2.70 FPS1.77 FPS1.75 FPS3.50 FPS3.26 FPS10-YEAR FLOW DEPTH = 1.15 FT0.97 FT0.59 FT0.58 FT1.30 FT1.30 FTCROSS SECTION TWO2-YEAR VELOCITY = 4.16 FPS3.81 FPS1.86 FPS1.84 FPS5.00 FPS4.64 FPS10-YEAR FLOW DEPTH = 1.16 FT0.98 FT0.64 FT0.63 FT1.15 FT1.15 FTCROSS SECTION THREE2-YEAR VELOCITY = 6.41 FPS5.87 FPS2.00 FPS1.98 FPS2.76 FPS2.54 FPS10-YEAR FLOW DEPTH = 1.06 FT0.89 FT0.71 FT0.70 FT1.22 FT1.22 FTOUTFALL A - CROSS SECTION 1SLOPE = 1.1% ±NTS696697698699696697698699694696697698699694696697698699691692693694696697698691692693694696697698716717716717714716717714716717714716714716660662663664660662663664695694700701695694700701OUTFALL A - CROSS SECTION 2SLOPE = 2.2% ±NTSOUTFALL A - CROSS SECTION 3SLOPE = 6.0% ±NTSOUTFALL B - CROSS SECTION 1SLOPE = 1.0% ±NTSOUTFALL B - CROSS SECTION 2SLOPE = 1.0% ±NTSOUTFALL B - CROSS SECTION 3SLOPE = 1.0% ±NTSOUTFALL C - CROSS SECTION 1SLOPE = 1.3% ±NTSOUTFALL C - CROSS SECTION 2SLOPE = 3.0% ±NTSOUTFALL C - CROSS SECTION 3SLOPE = 0.8% ±NTS693695700693695700689690695699689690695699713715717717715713713715718713715718714715718714715718659661665659661665666667666667660662663664660662663664659661665659661665666667666667660662663664660662663664659661665659661665666666658658PREPOSTPREPOSTPREPOSTPREPOSTPREPOSTPREPOSTPRE &POSTPRE &POSTPRE &POSTDRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 18120 STORMWATER COMPLIANCE.dwg LAYOUT: L2CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mDOWNSTREAM CROSS SECTIONSWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLBNONEDECEMBER 2020 D7PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 STORMWATER COMPLIANCE.dwg, L2, 11/27/2020 7:07:19 AM, mrm
STORMWATER MANAGEMENT PRACTICES HAVE BEEN DESIGNED TO COMPLYWITH VIRGINIA STORMWATER REGULATIONS AS DETAILED BELOW.STORMWATER QUALITYCOMPLIANCE WITH VSMP STORMWATER QUALITY HAS BEEN ADDRESSED USINGTHE VIRGINIA RUNOFF REDUCTION METHOD, RESULTING IN A TOTALPHOSPHORUS LOAD REDUCTION REQUIREMENT OF 4.21LB/YR. TO SATISFY THISREDUCTION REQUIREMENT, A GRASS CHANNEL WILL BE CONSTRUCTED IN THEAPRON INFIELD TO ACCOUNT FOR 1.46LB/YR. THE GRASS CHANNEL HAS BEENDESIGNED ACCORDING TO VA DEQ STORMWATER DESIGN SPECIFICATION NO. 3.REFERENCE THE "GRADING & DRAINAGE - PHASE 2" SHEETS FOR THE GRASSCHANNEL LIMITS.IN CONJUNCTION WITH THE GRASS CHANNEL, THE NONPOINT NUTRIENT CREDITOFFSET PROGRAM IS TO BE UTILIZED TO PURCHASE THE REMAINING 2.75CREDITS. NUTRIENT BANKS WITHIN THE 'CROSS JUNCTION' WATERSHED (HUCCODE 02070004) HAVE BEEN CONTACTED TO CONFIRM AVAILABILITY OF CREDITSAND BUDGET FOR PURCHASING. DUE TO THE FUNDING FOR THIS PROJECTCONSTRUCTION, NUTRIENT CREDITS ARE TO BE PURCHASED IN THE INITIALPHASES OF CONSTRUCTION PERMITTING.(9VAC25-870-69 WATER QUALITY)DRAWN BY:CHECKED BY:SCALE:DATE:EXHIBITXREFS: IMAGES:DRAWING: 18120 STORMWATER COMPLIANCE.dwg LAYOUT: L5CONSULTANTS, INC.DELTA AIRPORTw w w . d e l t a a i r p o r t . c o mSTORMWATER QUALITYWINCHESTER REGIONAL AIRPORTWINCHESTER, VIRGINIAMRMADC/TLBNONEDECEMBER 2020 D8PREERANSSEFOOILENIGNRGOMMCIWNLic. No. 061939TYLER L. BAILEYOTELAFOHVIAINC:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120 STORMWATER COMPLIANCE.dwg, L5, 11/27/2020 7:07:21 AM, mrm
27+0029+0030+0033+0036+0028+0031+0032+0034+0035+0037+0038+00TAXIWAY ABASELINE "A"TankTankTankTank0.50.01.35.92.61.20.00.00.31.81.50.80.50.30.00.00.00.10.50.80.60.30.20.20.10.10.31.20.60.30.20.30.40.40.30.20.10.10.10.10.00.18.36.62.40.90.40.30.30.30.20.20.10.10.10.10.00.00.00.00.13.03.31.60.90.50.30.20.20.20.10.10.10.10.00.00.00.00.00.10.91.50.90.60.40.30.20.20.20.10.10.10.10.00.00.00.20.00.10.10.40.70.60.40.30.20.20.10.10.10.10.10.10.00.00.24.43.50.90.30.30.40.40.30.20.10.10.10.10.10.10.10.10.00.00.00.54.83.31.60.70.40.30.30.20.20.10.10.10.10.10.10.10.00.00.00.00.51.91.61.00.60.40.30.20.20.10.10.10.10.10.10.10.00.00.10.30.80.80.60.40.30.20.20.20.10.10.10.10.10.12.42.60.90.50.50.50.40.30.20.20.20.20.10.10.10.10.10.39.14.71.90.90.60.40.30.20.20.20.10.10.10.10.10.00.43.02.31.20.80.50.40.30.20.20.10.10.10.10.10.00.00.31.01.10.70.50.40.30.30.20.20.10.10.10.10.71.40.60.40.50.70.50.40.30.30.20.20.10.10.10.10.411.24.51.70.80.50.50.40.30.20.20.20.10.10.10.10.00.64.42.51.20.70.50.40.40.30.20.20.20.10.10.10.00.10.31.21.30.80.50.40.30.30.20.20.20.10.10.10.10.90.60.50.60.80.60.40.30.20.20.20.20.10.10.10.311.05.11.90.90.60.60.50.30.30.20.20.20.10.10.10.00.15.83.41.40.80.50.40.40.30.20.20.20.10.10.10.00.00.11.21.71.00.60.40.30.30.20.20.20.10.10.10.00.20.30.20.40.70.70.40.30.20.20.20.20.10.10.10.46.63.11.20.60.40.40.50.40.30.20.20.20.10.10.10.10.78.13.41.40.70.40.30.30.30.20.20.20.10.10.10.11.90.90.50.30.30.20.20.20.20.10.10.10.10.60.40.30.20.20.20.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.1Luminaire ScheduleSymbolQtyLabelArrangementLum. LumensLLFDescription14ASINGLE681710.850VFS-Y-126L-880-5K7-AV @ 22FT MHCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinAirportIlluminanceFc1.1458.10.0N.A.N.A.Vertical Readings at Taxi_Side_3IlluminanceFc0.630.90.23.154.50NLEGENDAPRON AREA LIGHTLUMINAIRE PHOTOMETRIC DATAEXISTING AIRPORT PROPERTY LINEEXISTING FENCEEXISTING RUNWAY OBJECT FREE AREAEXISTING TAXIWAY OBJECT FREE AREAEXISTING TAXIWAY SAFETY AREASHEET INDEXE1FEETSCALE: 1"=40'80404000.5LIGHTING VIRGINIA CENTRAL400G-2 Southlake Blvd.Richmond, VA 23236Tel: 804-379-77771. THIS LIGHTING DESIGN IS BASED ON LIMITEDINFORMATION SUPPLIED BY OTHERS TO HUBBELLLIGHTING. SITE DETAILS PROVIDED HEREON AREREPRODUCED ONLY AS A VISUALIZATION AID.FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECTPREDICTED PERFORMANCE. PRIOR TOINSTALLATION, CRITICAL SITE INFORMATION (POLELOCATIONS, ORIENTATION, MOUNTING HEIGHT,ETC.) SHOULD BE COORDINATED WITH THECONTRACTOR AND/OR SPECIFIER RESPONSIBLEFOR THE PROJECT.2. LUMINAIRE DATA IS TESTED TO INDUSTRYSTANDARDS UNDER LABORATORY CONDITIONS.OPERATING VOLTAGE AND NORMALMANUFACTURING TOLERANCES OF LAMP,BALLAST, AND LUMINAIRE MAY AFFECT FIELDRESULTS.3. CONFORMANCE TO FACILITY CODE AND OTHERLOCAL REQUIREMENTS IS THE RESPONSIBILITY OFTHE OWNER AND/OR THE OWNER'SREPRESENTATIVE.4. THE MOUNTING HEIGHT OF THE PROPOSEDFIXTURES SHALL NOT EXCEED 25 FEET.5. ALL LIGHTING SHALL CONFORM TO FREDERICKCOUNTY ZONING ORDINANCE 165-202.07 ANDSHALL BE DOWNCAST, SHIELDED, AND FULLCUTOFF.www.lightingvirginia.comPrepared by:NOTESNO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex (17046PH2B).dwg; 18120 sheet-key.dwg; 18120 PMC light study.dwg IMAGES:DRAWING: 18120-PMC.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) 652-8371RECONSTRUCT TERMINAL APRONPHOTOMETRIC PLANWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020E1 PRELIMINARY - DO NOT USEFOR CONSTRUCTION1" = 40'C:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-PMC.dwg, L1, 11/27/2020 8:47:54 AM, mrm
NO.REVISIONSBY APP. DATECONSULTANTS, INC.XREFS: 18120 plan-ex (17046PH2B).dwg; 18120 sheet-key.dwg; 18120 PMC light study.dwg IMAGES:DRAWING: 18120-PMC.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) 652-8371RECONSTRUCT TERMINAL APRONAPRON LIGHTING DETAILSWINCHESTER REGIONAL AIRPORT3-51-0059-038-2019 (DESIGN) 18120MRMADC/TLBDECEMBER 2020E2 PRELIMINARY - DO NOT USEFOR CONSTRUCTIONNONELIGHTING VIRGINIA CENTRAL400G-2 Southlake Blvd.Richmond, VA 23236Tel: 804-379-7777www.lightingvirginia.comPrepared by:C:\Users\mrm\BIM 360\DAC\18120\Project Files\_SITE PLAN\18120-PMC.dwg, L2, 11/27/2020 7:07:47 AM, mrm