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HomeMy WebLinkAbout2701-1801 - Terminal Site Improvements-1.0-“”HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILPROJECTSAFETY PLANC-101WBS NO. 36237.25.15.1CONTRACTORACCESS ROUTEGATEAV GASFUEL FARMEXISTING LAND LEASEPROPERTY LINE, TYP.JET-AFUEL FARMGATENEW TERMINALBUILDING WORK AREAEXISTING AWOSPHASE 3 AREASHEET SHEET C-103(ACCESS ROAD MILL AND FILL)CONTRACTOR ACCESSTO STAGING AREA HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILPROJECTPHASING PLANPHASE 1C-102WBS NO. 36237.25.15.1CONTRACTORACCESS ROUTE TOSTAGING AREA.SEE SHEET C-103GATEAV GASFUEL FARMEXISTING LAND LEASEPROPERTY LINE, TYP.JET-AFUEL FARMGATETEMPORARYCONSTRUCTIONENTRANCE. SEE DETAILON SHEET C-702 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILPROJECT PHASINGPLANPHASE 2BID-ALTERNATE ONLYC-103WBS NO. 36237.25.15.1CONSTRUCTIONACCESS ROUTECONTRACTORACCESS ROUTETEMPORARY CONSTRUCTIONFENCE. SEE DETAIL ONSHEET C-102LOW PROFILE LIGHTEDBARRICADE, TYP.SEE DETAIL ON SHEET C-101CONTRACTORACCESS ROUTECONSTRUCTIONACCESSROUTEGATEAV GASFUELING POINTEXISTINGFENCETEMPORARY GRP II TAXILANECENTERLINEJET-AFUELINGPOINTCONTRACTOR SHALL LEAVE A 12 FT.GAP IN THE LIGHTED BARRICADESFOR FUEL TRUCK ACCESS TOFUELING POINTTEMPORARYCONSTRUCTIONENTRANCE. SEE DETAILON SHEET C-702PHASE 2MAIN TERMINALDEMO, NEW MAINTERMINAL ANDTERMINAL SITEIMPROVEMENTS.PHASE 3MILL AND FILL OFEXISTING AIRPORTACCESS ROADPHASE 2MAIN TERMINAL DEMO, NEW MAIN TERMINALAND TERMINAL SITE IMPROVEMENTS.TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702EXISTING GATE/CABLECONTRACTOR TO MAINTAIN ACCESSAND LOCK AT END OF EACH WORK DAY.EXISTING GATECONTRACTOR TO MAINTAIN ACCESSAND LOCK AT END OF EACH WORK DAY.AIRPORTPROPERTY LINEAIRPORTPROPERTY LINE PROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501EXISTING FIBEROPTIC CABLENEW 18" RCP FES INV: 192.50'WITH RIPRAP OUTLET PROTECTIONSEE DETAIL ON SHEET C-701EXISTING 15" CULVERTINV: 191.97'HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILTEMPORARYTERMINAL SITEPLANC-104WBS NO. 36237.25.15.1NEW 18" RCP FESINV: 192.79'PROPOSED ASPHALTPAVEMENT SECTION. SEEDETAIL ON PLAN SHEET C-501EXISTING SANITARY SEWER3" FORCE MAINEXISTING NCDOTRIGHT-OF-WAY LIMIT(70' R/W)PROPOSED SECURITYFENCE. SEE DETAIL ONPLAN SHEET C-505REMOVE THIS SECTION OFAIRPORT SECURITY FENCE.EXISTING 18" F.E.S.INV: 191.10'EXISTING 15" F.E.S.INV: 192.57'EXISTING TAXIWAYEDGE LIGHT, TYP.EXISTING AIRFIELDELECTRICAL DUCT, TYP.EXISTING GAS LINEPROPOSED SIDEWALK.SIDEWALK TO BE FLUSH WITHPARKING LOT PAVEMENT ANDPROPOSED GRADE. SEEDETAIL ON SHEET C-501EXISTING WATERMAIN, TYP.EXISTINGTELE-COMMUNICATIONSLINE, TYP.EXISTING ELECTRICALLINE, TYP.PROPOSED SECURITYFENCE. SEE DETAIL ONPLAN SHEET C-505LIMITS OFDISTURBANCE, TYP.PROPOSED SILT FENCE, TYP.SEE DETAIL ON SHEET C-702.PROPOSED SILT FENCE, TYP.SEE DETAIL ON SHEET C-702.AIRPORT TENANTLEASE LINE, TYP.PROPOSED SILT FENCE, TYP.SEE DETAIL ON SHEET C-702.MATCH EXISTING GRADE. NEWSIDEWALK TO BE FLUSH WITHAPRON PAVEMENTMATCH EXISTING PAVEMENT GRADE.SAW CUT PAVEMENT EDGEPROPOSED WATER SERVICE TOBE DIRECTIONALLY DRILLED TONEW METER LOCATION AND BECOORDINATED WITH LOCALWATER/SEWER COMPANY.PROPOSED ELECTRICAL SERVICE TOBE INSTALLED AND COORDINATEDWITH LOCAL ELECTRIC COMPANY.PROPOSED SEPTIC PUMP AND ALARM BOXTO BE INSTALLED AND COORDINATEDWITH LOCAL WATER/SEWER COMPANY.PROPOSED SANITARY SEWERSERVICE TO BE INSTALLED ANDCOORDINATED WITH LOCALWATER/SEWER COMPANY.PROPOSED ELECTRICAL JUNCTION BOXTO BE INSTALLED AND COORDINATEDWITH LOCAL ELECTRIC COMPANY.PROPOSED 410' OF SEWER FORCE MAIN TO BEINSTALLED AND CONNECTED TO EXISTINGPUMP STATION NEAR EXISTING TERMINALBUILDING. CONTRACTOR TO COORDINATEWITH LOCAL WATER/SEWER COMPANY.NEW CONNECTION FOR NEW SERVICE FORTEMPORARY TERMINAL BUILDING. CONTRACTOR TOCOORDINATE CONSTRUCTION REQUIREMENTS WITHLOCAL WATER/SEWER COMPANYSEE TEMPORARY TERMINALSITE NOTE 1 ON THIS SHEETTEMPORARY TERMINAL BASELINESTATION = 0+00.00N: 593,652.8748E: 2,079,040.5177TEMPORARY TERMINAL BASELINESTATION = 0+00.00N: 593,801.9057E: 2,079,198.2460RADIUS: 2'RADIUS: 5'RADIUS: 17.5'RADIUS: 17.3'NOTE: IF TEMPORARY TERMINAL BUILDING DIFFERSIN DIMENSIONS, NEW TEMPORARY TERMINAL SOUTHEAST SIDE SHALL BE OFFSET AT A MINIMUM OF 29'FROM EDGE OF APRON PAVEMENTHIGH POINT: 195.65'PROPOSED 5'PEDESTRIAN GATE. AV GASFUELING POINTEXISTINGSIDEWALK TOBE REMOVEDEXISTINGLIGHT POLEEXISTING FUELDISPENSEREXISTING JET-A FUELING PORT WITHBOLLARDS(TO BE RELOCATED BY OTHERS)EXISTING COVEREDSIDEWALK TO BE REMOVEDEXISTING SIDEWALK TO BE REMOVEDEXISTING CLEANOUT TOBE REMOVEDEXISTING HANDICAP SIGNTO BE REMOVEDEXISTING HANDICAP SIGN TO BE REMOVEDEXISTING DROP INLETTO BE REMOVEDRIM: 193.81'INV: 12" RCPEXISTING AC UNITSAND CONCRETEPAD TO BEREMOVEDEXISTINGELECTRICALMANHOLE TO BEREMOVEDEXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTING CLEAN-OUTTO REMAIN IN PLACEEXISTING AWOS STATIONAND ASSOCIATEDINFRASTRUCTURE TO BEREMOVED BY OTHERSEXISTINGLIGHT POLEEXISTING SANITARYSEWER MANHOLEEXISTINGCLEANOUTEXISTINGWATERSPIGOTEXISTINGESOEXISTING WATER MAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBER OPTIC CABLEEXISTING WATERMAIN VALVESEXISTING 12" RCP OUTLETINV: 189.93'EXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXREMOVE AND REPLACE EXISTINGELECTRICAL MANHOLE AT A NEWLOCATION. SEE PLAN SHEETC-601 FOR NEW LOCATIONEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'REMOVE POSSIBLEEXISTING 'BURIED'JUNCTION BOXSAW-CUT PAVEMENTPRIOR TO PAVEMENTREMOVALSAW-CUT PAVEMENTPRIOR TO BEGINNINGPAVING OPERATIONSSAW-CUT PAVEMENTPRIOR TO BEGINNINGPAVING OPERATIONSCONTRACTOR SHALL COORDINATE GAS TERMINATION AND SHUT OFFVALVE WITH LOCAL GAS SUPPLIER PRIOR TO REMOVAL OF EXISTING GASSERVICE LINE. CONTRACTOR SHALL TERMINATE GAS SERVICE LINE ATRECOMMENDED LOCATION DESIGNATED BY LOCAL GAS SUPPLIER.REMOVE EXISTINGFENCE IN THISLOCATIONREMOVE EXISTINGSECURITY FENCE INTHIS LOCATIONSTOP FENCE REMOVAL AT CORNEROF EXISTING FUEL TANKENCLOSURE.EXISTINGFLAG POLETO REMAINREMOVE ALL EXISTINGCONDUITS AND WIRESTHAT RUN TO ADJACENTCONCRETE PADHARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILEXISTINGCONDITIONS ANDREMOVAL PLANC-201WBS NO. 36237.25.15.1EXISTING ELECTRICALBOX TO REMAINEXISTING LIGHTPOLE TO REMAINEXISTINGSIDEWALKSAW-CUT PAVEMENTPRIOR TO BEGINNINGPAVING OPERATIONSEXISTINGSIDEWALK TOBE REMOVEDEXISTING SIDEWALKTO BE REMOVEDEXISTING DROP INLETRIM: 192.78'INV: 190.71 (18" CMP)EXISTING DROP INLETRIM: 192.30'INV: 190.25 (18" CMP)INV: 190.23' (18" CMP)EXISTING OUTLETINV: 189.64' (36" CMP)EXISTING ELECTRICAL JUNCTION BOX AND CABLE.CONTRACTOR TO VERIFTY IF IN-ACTIVE. IFIN-ACTIVE, CONTRACTOR TO REMOVE ELECTRICALJUNCTION BOX, REMOVE CABLES IN PROJECT AREAAND ABANDON, IN PLACE, EXISTING DUCT UNDERAIRCRAFT APRON.2" MILL EXISTINGACCESS ROADSAW-CUT PAVEMENTPRIOR TO PAVEMENTREMOVALSAW-CUT PAVEMENTPRIOR TO MILLINGOPERATIONSSAW-CUT PAVEMENTPRIOR TO MILLINGOPERATIONSREMOVE EXISTINGTELE-COMMUNICATIONS BOX.SEE PLAN SHEET C-601 FORNEW LOCATIONREMOVE AND REPLACE EXISTINGCOMMUNICATIONS UTILITY AT ANEW LOCATION. SEE PLANSHEET C-601 FOR NEW LOCATIONREMOVE AND REPLACE EXISTINGSANITARY SEWER SERVICE AT ANEW LOCATION. SEE PLANSHEET C-601 FOR NEW LOCATIONREMOVE AND REPLACE EXISTINGELECTRICAL SERVICE LINE AT ANEW LOCATION. SEE PLANSHEET C-601 FOR NEW LOCATIONREMOVE AND REPLACE EXISTINGWATER SERVICE AT A NEWLOCATION. SEE PLAN SHEETC-601 FOR NEW LOCATION HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILSURVEYCONTROL PLANC-301WBS NO. 36237.25.15.1 EXISTING APRONSITE PLAN NOTES:1.SEE PLAN SHEET C-402 FOR BASE BID GRADING AND DRAINAGE.2.SEE PLAN SHEET C-403 FOR BID ALTERNATE GRADING AND DRAINAGE.EXISTINGFENCETERMINAL BUILDINGFFE = 196'AV GASFUELING POINTEXISTING JET-A FUELINGPORT WITH BOLLARDSPROPOSED FENCEPROPOSED BUILDING CORNERNORTHING: 593,152.93EASTING: 2,078,765.03PROPOSED BUILDING CORNERNORTHING: 593,111.11EASTING: 2,078,815.22PROPOSED BUILDING CORNERNORTHING: 593,165.66EASTING: 2,078,860.67PROPOSED BUILDING CORNERNORTHING: 593,213.88EASTING: 2,078,802.80PROPOSED FENCETIE-INPROPOSED FENCEPROPOSED FENCETIE-INEXISTINGGATER 5'PROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501R 5'R 25'R 15'BID ALTERNATE -PROPOSED SPILL OFF CURB, TYP.EXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTINGLIGHT POLEEXISTING SANITARYSEWER MANHOLEEXISTINGCLEANOUTEXISTINGWATERSPIGOTEXISTINGESOEXISTING WATER MAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBER OPTIC CABLEEXISTING WATER MAIN VALVESEXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'NEW PARKING LOTBID ALTERNATE - NEW PARKING LOTR 10'R 5'R 40'R 18'PROPOSED ADA SIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED BUILDING CORNERNORTHING: 593,190.07EASTING: 2,078,782.95PROPOSED BUILDING CORNERNORTHING: 593,183.67EASTING: 2,078,790.64COVERED PATIO WITHCONCRETE SIDEWALK, TYP.PROPOSEDELECTRICALBOXPROPOSEDBACKFLOWPREVENTERPROPOSED ENCLOSEDPRIVACY FENCEPROPOSED DROPINLETPROPOSED 5"CONCRETE PADPROPOSED FENCE LOCATIONS:STATION:OFFSET:0+83.1096.70'R11+11.3397.31'R21+11.43106.18'R31+27.57106.18'R41+99.2681.55'R52+59.4381.17'R62+59.5287.77'R72+65.9387.84'R8EXISTING LIGHTTO REMAINTRANSITIONCURBEXISTING CLEANOUT TO REMAINBID ALTERNATE -PROPOSED CURBINLETTRASH PADPROJECT BASELIINEBID ALTERNATE -PROPOSED CURBINLETBID ALTERNATE -PROPOSED SPILL OFFCURB, TYP.PROPOSED FES AND RIPRAPENERGY DISSIPATER1PROPOSED HANDICAPPARKING SPACESSEE DETAIL ON SHEET C-501NEW TERMINAL ROOFOVERHANG, TYP.HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILSITE AND LAYOUTPLANC-401WBS NO. 36237.25.15.12345678BID ALTERNATE -PROPOSED DROPINLET "DOG-HOUSE"NEW 2" BITUMINOUSSURFACE FOR ACCESSROAD (MILLING AREA).SEE DETAIL ON SHEETC-501.PROPOSED 4" WHITE PARKINGSPOT MARKING, TYP.SEE DETAIL ON SHEET C-504BID ALTERNATE - PROPOSED 4"WHITE PARKING SPOTMARKING, TYP.SEE DETAIL ON SHEET C-504R 2'R 2'R 18.3'R 2'R 18.3'R 2'NEW JET-A FUELING POINTLOCATION (INSTALLED BY OTHERS)EXISTING LIGHT POLE, TYP.EXISTINGLIGHT POLE,TYP.FLAG POLEEXISTING DROP INLETRIM: 192.78'INV: 190.71 (18" CMP)EXISTING DROP INLETRIM: 192.30'INV: 190.25 (18" CMP)INV: 190.23' (18" CMP)EXISTING OUTLETINV: 189.64' (36" CMP)EXISTINGSIDEWALKEXISTINGSIDEWALKCONCRETEDUMPSTER PADSEE DETAIL SECTIONON SHEET C-501FLOWLINE (FL)TOP OF CURB (TC)BACK OF CURB(BC)TOE OF CURB (TOE)AND STATION ANDOFFSET LOCATIONPROPOSEDELECTRICALTRANSFORMERPROPOSED 5" CONCRETEPAD AND ENCLOSEDPRIVACY FENCEBID ALTERNATE -PROPOSED CURBINLETGATE TO SWINGOPEN TOWARDSBUILDINGPROPOSED FENCE PEDISTRIANGATE WITH KEYPAD. SEEDETAILS ON SHEET C-504.PROPOSED 5" CONCRETEPAD FOR BUILDINGEXTERIOR UNITSPROPOSED 5"CONCRETE PADPROPOSED ACUNITS, TYP.BID ALTERNATE -PROPOSED CURBINLETPROPOSED CURBAND GUTTER, TYP.PROPOSED CURBAND GUTTER, TYP.PROPOSED CURBAND GUTTER, TYP. EXISTINGFENCEAV GASFUELING POINTEXISTING JET-A FUELINGPORT WITH BOLLARDSPROPOSED FENCEPROPOSED FENCE TIE-INPROPOSED FENCEPROPOSED FENCETIE-INEXISTINGGATEPROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501EXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTINGLIGHT POLEEXISTING SANITARYSEWER MANHOLEEXISTINGCLEANOUTEXISTINGWATERSPIGOTEXISTINGESOEXISTING WATER MAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBER OPTIC CABLEEXISTING WATER MAIN VALVESNEW 24" RCP FES INV: 189.93'WITH RIPRAP OUTLET PROTECTIONSEE DETAIL ON SHEET C-701EXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'PROPOSED ADA SIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED CONCRETE PADELEV: 195.90'PROPOSED CONCRETE PADELEV: 195.62'PROPOSED DROP INLETGRATE ELEV: 194.25'INVERT IN: 190.35 (8" PVC; S)INVERT OUT: 190.25' (24" RCP; W)- 4.0%- 1.0%- 1.0%- 2.0%- 1.0%- 1.0%- 1.0%- 1.0%- 2.0%- 2.0%- 2.0%PROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERC-402WBS NO. 36237.25.15.1PROPOSED FENCETIE-IN TO TERMINALPROPOSED FENCETIE-IN TO TERMINALCIVILGRADINGAND DRAINAGEPLAN - BASE BIDROOF DRAIN - CONNECT TOCLEAN-OUT WITH 6" PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.INSTALL 6"X8" REDUCERINSTALL 8"X8"X6" WYEINSTALL 8"X8"X6" WYEINV: 190.54'(8" PVC)INV: 190.77'(8" PVC)INV: 191.03'(8" PVC)INV: 191.36'(8" PVC)INV: 191.84'(8" PVC)INV: 192.12'(6" PVC)INV: 192.72'(6" PVC)INV: 190.77'(6" PVC)ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.EXISTING DROP INLETRIM: 192.78'INV: 190.71 (18" CMP)EXISTING DROP INLETRIM: 192.30'INV: 190.25 (18" CMP)INV: 190.23' (18" CMP)EXISTING OUTLETINV: 189.64' (36" CMP)EXISTINGSIDEWALKEXISTINGSIDEWALKFLOWLINE (FL)TOP OF CURB (TC)BACK OF CURB(BC)TOE OF CURB (TOE)AND STATION ANDOFFSET LOCATIONSAW-CUT CONCRETEAND MATCH EXISTINGGRADESAW-CUT CONCRETEAND MATCH EXISTINGGRADESAW-CUT PAVEMENTAND MATCH EXISTINGGRADEEXISTING CLEANOUT4" WHITE STRIPESSEE DETAIL SHEET C-501NEW PARKING LOT(2" NCDOT S9.5C WITH 8" P-209CRUSHED AGGREGATE BASE COURSE.SHEET DETAIL ON SHEET C-501.FOR HANDICAP PARKINGMARKING AND SIGNAGE, SEEDETAIL ON SHEET C-501INSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTSAW-CUT AND TACKPAVEMENT EDGE.MATCH EXISTINGGRADE PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 193.04'INVERT IN: 189.98' (15" RCP; NW)INVERT OUT: 189.98' (15" RCP; SE)PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 192.98'INVERT OUT: 190.08' (15" RCP; S)INVERT IN: 190.08 (15" RCP; NW)HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERC-403WBS NO. 36237.25.15.1INTERCEPT EXISTING 18" CMP ANDINSTALL DROP INLET (DOG-HOUSE)GRATE ELEV: 193.00'INV OUT: 189.93' (EX 18" CMP; NE)INV IN: 189.93' (EX 18" CMP; SW)INV IN: 189.93' (NEW 15" RCP; N)CIVILGRADINGAND DRAINAGEPLAN - BIDALTERNATEEXISTINGFENCEAV GASFUELING POINTEXISTING JET-A FUELINGPORT WITH BOLLARDSPROPOSED FENCEPROPOSED FENCE TIE-INPROPOSED FENCEPROPOSED FENCETIE-INEXISTINGGATEPROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501EXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTINGLIGHT POLEEXISTING SANITARYSEWER MANHOLEEXISTINGCLEANOUTEXISTINGWATERSPIGOTEXISTINGESOEXISTING WATER MAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBER OPTIC CABLEEXISTING WATER MAIN VALVESNEW 24" RCP FES INV: 189.93'WITH RIPRAP OUTLET PROTECTIONSEE DETAIL ON SHEET C-701EXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'PROPOSED ADA SIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED CONCRETE PADELEV: 195.90'PROPOSED CONCRETE PADELEV: 195.62'PROPOSED DROP INLETGRATE ELEV: 194.25'INVERT IN: 190.35 (8" PVC; S)INVERT OUT: 190.25' (24" RCP; W)- 4.0%- 1.0%- 1.0%- 2.0%- 1.0%- 1.0%- 1.0%- 1.0%- 2.0%- 2.0%- 2.0%PROPOSED 5' SIDEWALK. SEEDETAIL ON SHEET C-501PROPOSED FENCETIE-IN TO TERMINALPROPOSED FENCETIE-IN TO TERMINALROOF DRAIN - CONNECT TOCLEAN-OUT WITH 6" PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.INSTALL 6"X8" REDUCERINSTALL 8"X8"X6" WYEINSTALL 8"X8"X6" WYEINV: 190.54'(8" PVC)INV: 190.77'(8" PVC)INV: 191.03'(8" PVC)INV: 191.36'(8" PVC)INV: 191.84'(8" PVC)INV: 192.12'(6" PVC)INV: 192.72'(6" PVC)INV: 190.77'(6" PVC)ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.ROOF DRAIN - CONNECTTO CLEAN-OUT WITH 6"PIPE.EXISTING DROP INLETRIM: 192.78'INV: 190.71 (18" CMP)EXISTING DROP INLETRIM: 192.30'INV: 190.25 (18" CMP)INV: 190.23' (18" CMP)EXISTING OUTLETINV: 189.64'EXISTINGSIDEWALKEXISTINGSIDEWALKFLOWLINE (FL)TOP OF CURB (TC)BACK OF CURB(BC)TOE OF CURB (TOE)AND STATION ANDOFFSET LOCATIONSAW-CUT CONCRETEAND MATCH EXISTINGGRADESAW-CUT CONCRETEAND MATCH EXISTINGGRADESAW-CUT PAVEMENTAND MATCH EXISTINGGRADEEXISTING CLEANOUT4" WHITE STRIPESSEE DETAIL SHEET C-501NEW PARKING LOT(2" NCDOT S9.5C WITH 8" P-209CRUSHED AGGREGATE BASE COURSE.SHEET DETAIL ON SHEET C-501.FOR HANDICAP PARKINGMARKING AND SIGNAGE, SEEDETAIL ON SHEET C-501INSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTINSTALL 4" ROOFDRAIN CLEAN-OUTSAW-CUT EXISTINGPAVEMENT SECTIONPRIOR TO MILLING.NEW PARKING LOT(2" NCDOT S9.5C WITH 8" P-209CRUSHED AGGREGATE BASE COURSE.SHEET DETAIL ON SHEET C-501.EXISTING DRIVEMILL 2" EXISTING SURFACE COURSEAND PAVE 2" NCDOT S9.5C. SEEDETAIL ON SHEET C-501.SAW-CUT AND TACKPAVEMENT EDGE. MATCHEXISTING GRADE.SAW-CUT AND TACKPAVEMENT EDGE. MATCHEXISTING GRADE.PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 193.21'INVERT OUT: 190.35' (15" RCP; SE) HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILTYPICAL SECTIONAND PAVEMENTDETAILSC-501WBS NO. 36237.25.15.1 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILDRAINAGE ANDSTORMWATERDETAILSC-502WBS NO. 36237.25.15.1 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILDRAINAGE ANDSTORMWATERDETAILSC-503WBS NO. 36237.25.15.1 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILDECORATIVE FENCEDETAILSC-504WBS NO. 36237.25.15.11" CONDUITNOTE: COST FOR INSTALLATION OF KEYPADPEDESTAL AND BOLLARDS SHALL BE INCLUDEDIN THE COST FOR THE INSTALLATION OF THE 16'ELECTRIC SLIDE GATE. THE COST SHALL INCLUDEALL MATERIALS, LABOR AND EQUIPMENTNECESSARY FOR INSTALLATION OF THE KEYPADPEDESTAL AND BOLLARDS.BOLLARD: 6" DIA SCH 40 STEELPOST, FILLED WITH 3000 PSICONCRETE, WITH IDEALSHIELDYELLOW BOLLARD COVER, 14"THICK PLASTIC.HEIGHT OF KEY PAD TO BESET FOR PASSENGERVEHICLESGRADE7/16"x6" GALVANIZED ANCHORBOLTS EMBEDDED MINIMUM 4"INTO CONCRETE BASECONCRETE FOUNDATION3,000 PSI CONCRETEREINFORCE WITH 12" WELDEDWIRE FABRIC CYLINDER8' ALUMINUM FENCE DETAIL (BASE BID)NOT TO SCALENOTES:1.ALUMINUM FENCE SHALL BE 8' HIGH, AMERISTAR ECHELON II GENESIS OR APPROVED EQUAL.2.COST FOR INSTALLATION OF FENCE SHALL INCLUDE ALL FENCING PANELS, FENCE POSTS, HARDWARE, CONCRETE,AND ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY FOR INSTALLATION OF THE FENCE.KEYPAD PEDESTAL AND BOLLARD DETAIL4' ALUMINUM GATE DETAIL (BASE BID)NOT TO SCALENOTES:1.ALUMINUM GATE SHALL BE 4' WIDE AND 8' HIGH, AMERISTAR ECHELON II GENESIS OR APPROVED EQUAL.2.COST FOR INSTALLATION OF GATE SHALL INCLUDE GATE, GATE POSTS, HARDWARE, CONCRETE, AND ALL MATERIALS,LABOR AND EQUIPMENT NECESSARY FOR INSTALLATION OF THE GATE.3.SEE SPECIFICATION 087100 DOOR HARDWARE FOR REQUIREMENTS FOR GATE HARDWARE. HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILFENCING DETAILSC-505WBS NO. 36237.25.15.1 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILWATER DETAILSC-506WBS NO. 36237.25.15.1EXTEND TO GRADE AT 1% MIN. SLOPE6'x6' BILCO HATCHCONC SUPPORTS12" DIA. DRAIN HOLE12" DIA. DRAIN HOLEHATCHBILCOMJ SLEEVEW/ GRIP RINGSTOP ELEV.759.674" PVC DRAIN OUTLETEXTEND TO GRADE AT 1% MIN. SLOPE6" PVCCONCRTE FILLEDCHECK VALVEDOUBLE11"MIN.4"11"3'11'-0"12" 8" 5'-2" 10"EXTERIORDRAIN TONO SCALEDI PIPEDI PIPEPLAN VIEWMIN. 12" OF #5 STONECONCRETE VAULTPRECAST REINFORCED4" PVC DRAIN6'x6' BILCO HATCH3 CONC SUPPORTS4" PVC DRAIN(TYP)FLEXIBLE SEALGRADE(to open to side)8'x8'VALVEGATEVALVEGATE4" PVC DRAIN OUTLETW/ GRIP RINGS MJ SLEEVE12" DIA. DRAIN HOLE12" DIA. DRAIN HOLEVAULTCONCRETE REINFORCED DRAIN TOEXTERIORGRADE7'-4"NO SCALEALL PIPE SHALL BE DUCTILE IRONBACKFLOW PREVENTER TO BE FROM APROVED LIST METER TO BE ABB OR AMCO METER.NOTE:PUBLIC UTILITIES, ENGINEERING DIVISION SPECIFICATIONS.TO BE AS PER HARNETT COUNTY DEPT. OF ALL BACKFLOW AND METER VAULT EQUIPMENT, ETC. (ROTATE 90 degrees)STRAINERNO SCALEHYMAXCOUPLING12"USE CONCRETE SUPPORTS ALSO FOR BY-PASS 8'-4"SAME LEVELBY-PASS (see top view)SAME LEVELBY-PASS 11"MIN.HYMAXCOUPLINGHCDPU STANDARD VAULTS 7'-8" 5'-10"1'-6"3'-0"CHECK VALVE DOUBLECONCRETE FILLEDCONC SUPPORTS6" PVC4"2'-0"10'-0"9'-0"10'-4"8'-0" 5'-2" 5'-10" 4"CENTER LINE CARRIER PIPESPIDERS SUPPORT CARRIER PIPE IN CASINGSTEEL CASING PIPE2" BEVEL2" WEEP HOLESLOPE TO DRAIN ENCLOS ENDS WITH8" BRICK MASONRYGRAVEL3'-0"TRANSITION FITTING AS REQUIREDBRICK CLOSUREST'L. CASING PIPEDUCTILE IRONPIPE CARRIER3'-0" MIN. COVER OR AS SHOWNON THE PLANS.PAVEMENT (ONE OR TWOLANES)RAILROAD5'-6" MIN. COVEROR AS SHOWN ONTHE PLANSNO SCALEMETER SETTERCENTEREDIN BOX18" MIMINUM COVERNO SCALEMETER SETTER WITHDOUBLE CHECK VALVE(BACKFLOW PREVENTER)METER BOX LID, CAST IRON1' FROM EDGE OF ROWSERVICE LINEFROM STREET1. METER AND PRIVATE SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED2. INCLUDE STONE IN PRICE OF METER BOX.3. METER SETTER SIZE AS NOTED ON PLANS.4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.3/4" X 18"BRASS NIPPLERWPROPERTY NO SCALEEXISTING STORM SEWERLENGTH OF ENCASEMENTTO BE STORM SEWERPIPE PLUS O.D. PLUS 2'-0" OR AS SHOWNON PLANS.WATERMAIN24" MIN.ENCASEMENT AREA TO INCLUDEDUCTILE IRON PIPE ONLYCONDITIONSLAYINGDESCRIPTIONPROJECT USEFLAT BOTTOM UNDISTURBEDEARTH TRENCH, LOOSE BACKFILLPIPE BEDDED IN 4" MININUMJOB EXCAVATED MATERIAL.BACKFILL LIGHTLY CONSOLIDATEDTO TOP OF PIPE.FLAT BOTTOMED UNDISTURBED EARTHTRENCH. BACKFILL LIGHTLYCONSOLIDATED TO CENTERLINEOF PIPE.PIPE BEDDED IN SAND, GRANULARMATERIAL OR GRADED GRAVEL TOTHE DEPTH OF 1/8 PIPE DIAMETER,4" MIN. JOB EXCAVATED MATERIALCOMPACTED TO 4" ABOVE TOP OF PIPE.(APPROX. 95% STANDARD PROCTOR,AASHTO T-99)PIPE BEDDED TO ITS CENTERLINEIN COMPACTED GRANULAR MATERIAL4" MIN. UNDER PIPE. COMPACTEDGRANULAR OR SAND MATERIAL TO4"ABOVE TOP OF PIPE.(APPROX. 95% STANDARD PROCTOR,AASHTO T-99)NOT USED.NOT USED.ALL DUCTILEIRON GRAVITYSEWER LINE.ALL PVC WATERLINE AND PVCFORCE MAIN.ALL PVC GRAVITYSEWER LINE.TYPE 1TYPE 2TYPE 3TYPE 4TYPE 5NO SCALEMETER TO BE INSTALLEDBRICK SUPPORT2 1/2" HOSECONNECTIONSTEAMERCONNECTIONCONC.1'-6"BURY AS SPECIFIED ON PLANSAS SHOWN1'-0"BLOCKING(SEE NOTE)2'-6"WEEP HOLE TOREMAIN OPEN2'-0"BACKFILLSTONE(7 C.F. MIN.)6" G.V. &C. I. BOX4-3/4" TIE RODS WITH BRACKETS(SEE DETAIL)6" HYDRANT TEE6" WATERLINENOTE:1.)TIE HYDRANT TO MAIN LINE W/TIE RODS IN LIEW OF CONC.BLOCKING IN SANDY SOIL.PRECAST CONCRETEPROTECTION RINGNO SCALEEDGE OFROADNO SCALEBOLTS TO PIPESTEEL SKIDS (4)HEAVY DUTYINNER PIPE.)SIZE OF STEEL CASING AND(SPIDER SIZE DETERMINED BY CARRIER PIPENO SCALECAST THE LETTERS "MV" INONE FACE OF THE CONCRETEMARKER AND ORIENT TOWARDTHE ROADWAYROTATE MARKER TO OTHER ENDFOR BLOW-OFFFINISHED GRADENO SCALEBACKFILL TO EDGENOTE:AT PIPE INTERSECTIONS, MULTIPLEVALVES, RUN WIRE UP AT ONLY ONE VALVE.SINGLE 12 AWG SOLID CORE WIREGATE VALVETRACER WIRE TO BE LAIDUNDERNEATH WATER LINEVALVE BOXFINISHED GRADEIN VALVE BOXNO. 1DRILL HOLEFOR TRACER WIRETRACER WIREVALVE BOXP.V.C. PIPELINENOTES:1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6"-8" EXCESSVALVE BOX2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL.PLACE EMPTY VALVE BOX AT INTERVALS WHERE VALVES DO NOT OCCUR & PLACE TRACER WIREIN BOX.NO SCALE3. DO NOT SPLICE WIRE WHEN BEGINNING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A BRASS SCREW TO THE VALVE BOX.NOTE:LOOPED IN BOX6"-8" EXCESSBACKFILL TO EDGENO SCALESERVICE LINE TO METER CONNECTION45° BENDAS NOTED ON PLANSEXISTING ROAD3'-0" MINIMUM CORPORATIONCOCK-A.Y. MCDONALD OR EQUALTRENCH WIDTHPIPE O.D. + 18" FOR PIPES UNDER 33" O.D.PIPE O.D. + 24" FOR PIPES OVER 33" O.D.BACKFILL ASINDICATEDSERVICE SADDLE - A.Y. MCDONALD OR EQUALNEW WATER LINENOTE:1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE, 45° BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN MAKING A COMPLETE SERVICE CONNECTION.2. SERVICE PIPING TO BE 3/4" SDR-9 PE TUBING 3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPEROAD SHOULDERSTYLE HINGED 3891 FOR 3/4"SERVICE SADDLE - A.Y. MCDONALD OR EQUALNO SCALENO SCALENO SCALE36" MAX. 24" MIN.TEST PORTMASONRY BLOCKMASONRY BLOCKMASONRY BLOCK2.)MECHANICAL JOINTS USED WITH GRIP RINGS HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILSEWER DETAILSC-507WBS NO. 36237.25.15.1CONDITIONSLAYINGDESCRIPTIONPROJECT USEFLAT BOTTOM UNDISTURBEDEARTH TRENCH, LOOSE BACKFILLPIPE BEDDED IN 4" MININUMJOB EXCAVATED MATERIAL.BACKFILL LIGHTLY CONSOLIDATEDTO TOP OF PIPE.FLAT BOTTOMED UNDISTURBED EARTHTRENCH. BACKFILL LIGHTLYCONSOLIDATED TO CENTERLINEOF PIPE.PIPE BEDDED IN SAND, GRANULARMATERIAL OR GRADED GRAVEL TOTHE DEPTH OF 1/8 PIPE DIAMETER,4" MIN. JOB EXCAVATED MATERIALCOMPACTED TO 4" ABOVE TOP OF PIPE.(APPROX. 95% STANDARD PROCTOR,AASHTO T-99)PIPE BEDDED TO ITS CENTERLINEIN COMPACTED GRANULAR MATERIAL4" MIN. UNDER PIPE. COMPACTEDGRANULAR OR SAND MATERIAL TO4"ABOVE TOP OF PIPE.(APPROX. 95% STANDARD PROCTOR,AASHTO T-99)NOT USED.NOT USED.ALL DUCTILEIRON GRAVITYSEWER LINE.ALL PVC WATERLINE AND PVCFORCE MAIN.ALL PVC GRAVITYSEWER LINE.TYPE 1TYPE 2TYPE 3TYPE 4TYPE 5NO SCALENO SCALE12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING STORM PIPENOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER STORM PIPE FOR ALL CROSSINGS.NO SCALECOPOLYMER POLYPROPYLENEPLASTIC M.A. INDUSTRIES MODELPSI-PF OR APPROVED EQUAL.918"338"114"118"918"1034"12"4" PVC VERTICAL4" SWEEP WYESERVICE LINESANITARY SEWERMAINTEE BRANCHSLOPE MIN. 1%PLUGSTOP AT R/W45°SANITARY TEE(SAME MATERIALAS MAIN)CLEANOUT PLUG AND CAPNOTE:EASEMENT SHALL BE PROVIDED FOR SERVICECONNECTION WHERE SERVICE CONNECTION IS PLACEDOUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOXW/ CHARLOTTE HUBNO SCALE3'-5'1' insideRWIN-LINE WYEFITTING FOR NEWCONSTRUCTION ORROMAC-CB SADDLEFOR TAP ON EXISTINGSANITARY SEWER MAIN.BRASS12" MIN.12" MIN.8" MIN.24" MIN. CLEARANCETRENCH WALLUNIFORM STONE #57UNDISTURBED SOILD.I. SANITARYSEWEREXISTING WATER LINENO SCALE(DO NOT GLUE)SCH 40 PVC VERTICALSCH 40 PVCSCH 40 PVCNOTE:1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTEREDUNDER WATER LINE FOR ALL CROSSINGS.SANITARY SEWER(0'-8' DEPTH)PIPE LAYINGCONDITION "A"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPEMINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURER12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/8≥3"D/4D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(<8'-16' DEPTH)PIPE LAYINGCONDITION "B"SHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSANITARY SEWER(DUCTILE IRON ONLY)(0'-16' DEPTH)PIPE LAYINGCONDITION "C"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPE12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.SHAPED SUBGRADETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELNOTE:FORCE MAINS 8"Ø AND SMALLER SHALLHAVE MINIMUM OF 3' COVER. FORCEMAINS LARGER THAN 8"Ø SHALL HAVE AMINIMUM OF 3'-6" COVER.ELECTRONIC MARKER BALLS AT 100' ONCENTER & AT BENDS. MARKER BALLS SHALLBE INSTALLED AT 1 1/2 TO 2' DEEP.1/2 PIPE O.D.24" + O.D. MAX.12" + O.D. MIN.PIPEO.D.SHAPED SUBGRADESHALL PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELBEDDED PIPEUNDISTURBED EARTHNOTE: MARKER BALLS SHALL BE INSTALLEDCONCURRENTLY WITH PIPE. MARKERBALLS SHALL NOT BE INSTALLED AFTERTRENCH HAS BEEN COMPLETELYBACKFILLED.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEFORCE MAINPIPE LAYINGCONDITION "E"NOTE: PIPE SHALL BE BEDDED UP TOSPRING LINE AND MINIMUM 4" BELOWBOTTOM OF PIPE WHEN WET AREAS AREENCOUNTERED.NO SCALENO SCALENO SCALENO SCALENOTES:1. ALL PVC PIPING SHALL BE SCHEDULE 40 AND MINIMUMSIZE OF FOUR (4") INCHES DIAMETER.2. GREASE TRAPS/INTERCEPTORS INSTALLED IN PAVEDAND HIGH TRAFFIC AREAS SHALL MEET H-20 RATING FORTHE LOADING REQUIREMENTS.3. HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIESSHALL BE RESPONSIBLE FOR PIPE WORK AND MAIN LINETAPS IN RIGHT OF WAY UP TO THE THE SEWER CLEANOUT FOR EACH SERVICE.4. EACH GREASE TRAP/INTERCEPTOR SHALL BE DESIGNEDFOR A MINIMUM OF AT LEAST 1,000 GALLLONS UNLESSOTHERWISE APPROVED BY HCDPU.PENETRATION throughbaffle wallPRECAST CONCRETEINTERCEPTOR TANKINLET PIPEfromKitchen4" PVCinlet SANITARY TEEDIVIDING WALL MANHOLE COVER Access forCleaning and InspectionBAFFLE WALL andOUTLET PIPE to County Sewer MANHOLE COVER Access forCleaning and Inspection SANITARY TEE1st COMPARTMENT2nd COMPARTMENT HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1EXISTINGFENCEAV GASFUELING POINTEXISTING JET-A FUELINGPORT WITH BOLLARDSEXISTINGGATEEXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTINGLIGHT POLECONNECT TO EXISTINGSANT. SEWER MANHOLEINVERT: 191.35'NOTE; DEPTH OF EXISTINGSEWER INFRASTRUCTURE ISUNKNOWN AT THIS TIME.NEED TO VERIFY EXISTINGSEWER INFRASTRUCTURE.EXISTINGCLEANOUTEXISTINGWATERSPIGOTEXISTINGESOEXISTING WATER MAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBER OPTIC CABLEEXISTING TERMINAL WATERSERVICE VALVENEW 24" RCP FES INV: 189.93'WITH RIPRAP OUTLET PROTECTIONSEE DETAIL ON SHEET C-702EXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'PROPOSED CONCRETE PADELEV: 195.90'PROPOSED BACKFLOW PREVENTERWITH HEATED CABINETPROPOSED 1 12 " HDPE WATER SERVICE LINE.STOP 5' OUTSIDE OF BUILDING FOUNDATION.SEE ARCHITECTURAL PLANS FOR BUILDINGPLUMBING ROUTES.INVERT: 192.75'INSTALL 1 12 " HDPEWATER SERVICE LINENEW 6" PVC; SCH. 40SEWER SERVICE LINE.NEW 6" PVC; SCH. 40 SEWER SERVICELINE. SEE ARCHITECTURAL PLANSFOR BUILDING PLUMBING ROUTES.INVERT: 192.75' (5' OUTSIDE OFBUILDING FOUNDATION)NEW 6" PVC; SCH. 40SEWER SERVICE LINECLEAN OUT WITHCONCRETE PAD, FLUSHWITH EXISTING GRADE.PROPOSED PERMANENTPAVEMENT PATCH. SEEDETAIL ON PLAN SHEETC501.SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILWATER ANDSEWER PLANC-601WBS NO. 36237.25.15.1NEW 6" PVC; SCH. 40 SEWER SERVICELINE CLEAN OUT WITH CONCRETE PAD,FLUSH WITH EXISTING GRADE.INSTALL 1 12 " HDPE WATERSERVICE LINE AND CONNECT TOEXISTING SERVICE VALVEINSTALL NEWTELECOMMUNICATIONS BOX.CONTRACTOR TO COORDINATEWITH LOCALTELE-COMMUNICATIONS COMPANYFOR NEW JUNCTION BOXINSTALLATION REQUIREMENTS.INSTALL NEW ELECTRICAL BOX.CONTRACTOR TO COORDINATEWITH LOCAL POWER COMPANYFOR NEW ELECTRICAL BOXINSTALLATION REQUIREMENTSINSTALL NEW ELECTRICALCIRCUIT IN CONDUIT. MATCHSIZE, GAUGE, WIRE TYPE ASEXISTING SERVICE REQUIRED.INSTALL NEW TELE COMMSERVICE IN CONDUIT. MATCHSIZE, GAUGE, WIRE TYPE ASEXISTING SERVICE REQUIRED.INSTALL NEW TELE COMM SERVICEFOR TERMINAL BUILDING INCONDUIT. CONTRACTOR TOCOORDINATE WITH LOCAL UTILITIESFOR REQUIRED SERVICE LINES,CONDUIT SIZES AND INSTALLATIONREQUIREMENTS.INSTALL NEW ELECTRICAL SERVICEFOR TERMINAL BUILDING INCONDUIT. CONTRACTOR TOCOORDINATE WITH LOCAL POWERFOR REQUIRED SERVICE LINES,CONDUIT SIZES AND INSTALLATIONREQUIREMENTS.INSTALL NEW WATER SERVICE.CONTRACTOR TO COORDINATEWITH LOCAL UTILITIES FORREQUIRED SERVICE ANDINSTALLATION REQUIREMENTS.RE-ROUTE EXISTING WATERSERVICE. CONTRACTOR TO FIELDVERIFY EXISTING WATER SERVICESIZE AND LOCATION. INSTALL NEWWATER SERVICE AROUNDPROPOSED PARKING LOT, ASSHOWN ON THIS PLAN.RE-ROUTE EXISTING FORCEMAINSEWER SERVICE. CONTRACTOR TOFIELD VERIFY EXISTING FORCEMAINSIZE AND LOCATION. INSTALL NEWFORCEMAIN AROUND PROPOSEDPARKING LOT, AS SHOWN ON THISPLAN.EXISTING SEWERSERVICE PUMPSTATION.CONTRACTOR TO FIELDVERIFY EXISTING FORCEMAIN CONNECTION TOPUMP STATION ANDCONNECT NEW FORCE MAINTO EXISTING FORCE MAINSERVICE OUTFALL.INSTALL 1 12 " HDPEWATER SERVICE LINEINSTALL NEW ELECTRICALCIRCUIT IN CONDUIT. MATCHSIZE, GAUGE, WIRE TYPE ASEXISTING SERVICE REQUIRED. HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILEROSIONCONTROL PLANC-701WBS NO. 36237.25.15.1EXISTINGFENCEAV GASFUELING POINTEXISTING JET-A FUELINGPORT WITH BOLLARDSPROPOSED FENCEPROPOSED BUILDING CORNERNORTHING: 593,152.93EASTING: 2,078,765.03ELEV: 196.00'PROPOSED BUILDING CORNERNORTHING: 593,111.11EASTING: 2,078,815.22ELEV: 196.00'PROPOSED BUILDING CORNERNORTHING: 593,165.66EASTING: 2,078,860.67ELEV:196.00'PROPOSED BUILDING CORNERNORTHING: 593,213.88EASTING: 2,078,802.80ELEV:196.00'PROPOSED FENCETIE-INPROPOSED FENCEPROPOSED FENCETIE-INEXISTINGGATEBID ALTERNATE -PROPOSED CURB, TYP.EXISTINGCODE BOXEXISTING SECURITYFENCE (TYP.)EXISTINGLIGHT POLEEXISTING SANITARYSEWER MANHOLEEXISTINGCLEANOUTEXISTING WATERMAIN VALVESEXISTING FIRE HYDRANTEXISTING FIBEROPTIC CABLEEXISTING WATERMAIN VALVESEXISTING STORMWATERCULVERT PIPEEXISTING WATERMETER BOXEXISTING 15" CULVERTINV: 190.14'EXISTING 15" CULVERTINV: 190.38'BID ALTERNATE -PROPOSED CURB, TYP.PROPOSED ADA SIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED ADASIDEWALK RAMPPROPOSED BUILDING CORNERNORTHING: 593,190.07EASTING: 2,078,782.95ELEV:196.00'PROPOSED BUILDING CORNERNORTHING: 593,183.67EASTING: 2,078,790.64ELEV:196.00'PROPOSED CONCRETE PADELEV: 195.90'PROPOSED CONCRETE PADELEV: 195.62'PROPOSED ROOF DRAINCOLLECTOR SYSTEM.SEE PLAN SHEET C-403.INSTALL TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702INSTALL TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702INSTALL TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702NEW 24" RCP FES INV: 189.93'WITH RIPRAP ENERGY DISSIPATERSEE DETAIL ON SHEET C-701BID ALTERNATE -PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 193.12'INVERT IN: 190.00' (24" RCP; SE)INVERT IN: 190.00' (18" RCP; SW)INVERT OUT: 190.00' (24" RCP; W)PROPOSED DROP INLETGRATE ELEV: 194.25'INVERT IN: 190.35 (8" PVC; S)INVERT OUT: 190.25' (24" RCP; W)BID ALTERNATE -PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 192.98'INVERT OUT: 189.75' (18" RCP; SW)BID ALTERNATE -PROPOSED CURB INLET (COMBINATION)GRATE ELEV: 193.00'INVERT IN: 189.66' (18" RCP; NW)INVERT OUT: 189.66' (18" RCP; SW)BID ALTERNATE -PROPOSED DROP INLET (DOG-HOUSE)GRATE ELEV: 193.00'INVERT IN: 189.50' (18" RCP; SE)INVERT IN: 189.50' (36" RCP; NE)INVERT OUT: 189.50' (36" RCP; W)INSTALL TEMPORARYINLET PROTECTION. SEEDETAIL ON SHEET C-702.INSTALL TEMPORARYINLET PROTECTION. SEEDETAIL ON SHEET C-702.BID - ALTERNATEINSTALL TEMPORARYINLET PROTECTION. SEEDETAIL ON SHEET C-702.INSTALL TEMPORARYINLET PROTECTION. SEEDETAIL ON SHEET C-702.INSTALL TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702LIMITS OFDISTURBANCE, TYP.LIMITS OFDISTURBANCE, TYP.INSTALL TEMPORARY SILTFENCE. SEE DETAIL ONSHEET C-702 CONSTRUCTIONSPECIFICATIONS:MAINTENANCE:HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILEROSIONCONTROLDETAILSC-702WBS NO. 36237.25.15.1 HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERCIVILEROSIONCONTROLDETAILSC-703WBS NO. 36237.25.15.1 CHEATHAM & ASSOCIATES, P.A.3412 ENTERPRISE DRIVEWILMINGTON, NORTH CAROLINA 28405PHONE: (910) 452-4210FAX: (910) 452-4211OFFICE@CHEATHAMPA.COMNC LICENSE# C-1073CONSULTING ENGINEERSJOB #20023DATE9189-000PROJECT NUMBERSHEET TITLESHEET NUMBERARCHITECTTHE WILSON GROUPREVISIONSSTRUCTURAL ENGINEERP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747PROJECT MANAGER CIVIL ENGINEERHARNETT REGIONAL JETPORTBUILDINGNEWTERMINALTALBERT & BRIGHT4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERWBS NO. 36237.25.15.1MARCH 23, 2021SITE ELECTRICAL ENGINEER:ELECTRICALNOTES, LEGEND,SCHEDULES,DETAILSES-001 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWW W W W W FM FM FM FM FM FMFM SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWW W W W W FM FM FM FM FM FMFM CHEATHAM & ASSOCIATES, P.A.3412 ENTERPRISE DRIVEWILMINGTON, NORTH CAROLINA 28405PHONE: (910) 452-4210FAX: (910) 452-4211OFFICE@CHEATHAMPA.COMNC LICENSE# C-1073CONSULTING ENGINEERSJOB #20023DATE9189-000PROJECT NUMBERSHEET TITLESHEET NUMBERARCHITECTTHE WILSON GROUPREVISIONSSTRUCTURAL ENGINEERP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747PROJECT MANAGER CIVIL ENGINEERHARNETT REGIONAL JETPORTBUILDINGNEWTERMINALTALBERT & BRIGHT4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERWBS NO. 36237.25.15.1MARCH 23, 2021SITE ELECTRICAL ENGINEER:ELECTRICALSITE PLAN,ENLARGED PLANAT VAULTES-101 CHEATHAM & ASSOCIATES, P.A.3412 ENTERPRISE DRIVEWILMINGTON, NORTH CAROLINA 28405PHONE: (910) 452-4210FAX: (910) 452-4211OFFICE@CHEATHAMPA.COMNC LICENSE# C-1073CONSULTING ENGINEERSJOB #20023DATE9189-000PROJECT NUMBERSHEET TITLESHEET NUMBERARCHITECTTHE WILSON GROUPREVISIONSSTRUCTURAL ENGINEERP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747PROJECT MANAGER CIVIL ENGINEERHARNETT REGIONAL JETPORTBUILDINGNEWTERMINALTALBERT & BRIGHT4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERWBS NO. 36237.25.15.1MARCH 23, 2021SITE ELECTRICAL ENGINEER:ELECTRICALRISERDIAGRAMES-701 4-ABU3-KOP3-DMB3-DMBMULCH, TYP.3-IXO2-MVI45-DMB2-KOP17-DMB3-CJAAI R P O R T R O A DEXISTING TREE, TYP.TERMINAL BUILDINGNEW TEMPORARY TERMINALPLANT SYMBOL KEY:MEDIUM MATURING TREES:DMB - DISTYLIUM 'BLUE CASCADE'KOP - KOELREUTERIA PANICULATAMVI - MAGNOLIA VIRGINIANAABU - ACER BUERGERIANUMMEDIUM AND SMALL TREES:SHRUBS:CJA - CAMELLIA JAPONICAIXO - ILEX X 'CONAF'GRAPHIC SCALE1 inch = 50 ft.5002550100HARNETT REGIONAL JETPORTBUILDINGNEWTERMINALWBS NO. 36237.25.15.1SHEET NUMBERSHEET TITLEDATEPROJECT NUMBERREVISIONS9189-000HARNETT REGIONAL JETPORTNEWARCHITECTPROJECT MANAGER CIVIL ENGINEERTHE WILSON GROUPP O BOX 5510CHARLOTTE, NC 28299(704) 331-9747TERMINALSTRUCTURAL ENGINEEROCTOBER 4, 2019TALBERT & BRIGHTBUILDING4810 SHELLEY DRIVEWILMINGTON, NC 28405(910) 763-5350FIRM NO.: C-0713STEWART101 N. TRYON ST., SUITE 1400CHARLOTTE, NC 28202(704) 909-3523FIRM NO.: C-1051SABER ENGINEERING2923 S. TRYON ST., SUITE 280CHARLOTTE, NC 28203(704) 373-0068FIRM NO.: C-2130MECHANICAL, ELECTRICAL, PLUMBING &FIRE PROTECTION ENGINEERC-901WBS NO. 36237.25.15.1LANDSCAPEPLAN - BASE BIDNOTES1.CONTRACTOR TO VERITY THAT ADEQUATE DRAINAGE EXISTS PRIOR TO PLANTING.2.DO NOT WRAP TRUNK OF TREE.3.STAKING OF TREES IS NOT RECOMMENDED, EXCEPT ON WINDY SITES OR FOR LARGE EVERGREEN TREES. IF STAKING IS DONE, FLEXIBLE STRAPS -NOT HOSE AND WIRE - SHOULD BE USED AND MUST BE REMOVED AT APPROPRIATE TIME. PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OFDESTROYED OR DAMAGED TREES.4.ALL TREES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK PUBLISHED BY THEAMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.).5. TREES WITH ROOT FLARE COVERED BY MORE THAN 1.5" OF SOIL WILL BE REJECTED PRIOR TO INSTALLATION.DIG WIDE, SHALLOW PLANTING HOLEWIDTH = 3 X WIDTH OF ROOT BALL12" MIN.PRUNE ONLY TO REMOVE ANYBROKEN, DEAD OR DISEASED WOODWHILE PRESERVING FORM ANDCHARACTER OF TREE; DO NOT CUTLEADER; DO NOT PRUNE IN ORDERTO REDUCE CANOPY SIZENATURAL SOIL LINE2-3" SHREDDED BARK MULCH, 3"MINIMUM FROM TRUNK (DO NOT PLACEMULCH IN CONTACT WITH TREE TRUNK)4" BUILT-UP EARTH SAUCER AT EDGE OF ROOTBALL (OPTIONAL) IF PROVIDED, REMOVE PRIORTO ONE YEAR INSPECTIONCUT AND REMOVE TOP 1/2 OF WIREBASKET, TURN DOWN TOP 1/2 BURLAP:REMOVE ALL CORD & TWINE FROMBASE OF TRUNK; IF NON - DEGRADABLEWRAP IS USED, REMOVE TOTALLYTOP OF BALL AS DUGROOT CROWNBREAK UP EDGE OF PLANTING PITTAMP SOIL SOLIDLY AROUND BASE OF ROOTBALL LEAVING SOIL PEDESTAL UNDISTURBEDTREE PLANTING DETAILNTSSET TOP OF ROOTBALL 1"-2" ABOVEFINISHED GRADE2-3" SHREDDED BARKMULCH-DO NOT PLACEAGAINST TRUNKCONTAINER GROWNPLANT - PULL ROOTS OUTOF BALL, OR CUT SIDESFIRM PEDESTAL UNDER ROOT BALLFOLD BURLAP DOWN INTOGROUND. SET TOP OF BALLFLUSH WITH FINISHED GRADEBACKFILL: AMEND THE TOP 6" BYINCORPORATING 1" - 1.5" COMPOSTEDGROUND BARK OR OTHER SUITABLEORGANIC MATTER OR PROVIDE NATIVE OILWITH A MINUMUM OF 5% HUMIC MATTERBREAK UP EDGEOF PLANTING PIT12"(SEE * NOTE BELOW)* 12" DEEP-CULTIVATE ENTIRE PLANTING AREA AS SINGLE BEDWHEN PLANTING MULTIPLES (FOR LARGER SHRUB ROOT BALLS,MAKE 4" DEEPER THAN ROOT BALL)NOTES1.ALL SHRUBS SHALL CONFORM TO THE STANDARDS SET FORTH IN THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCKPUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (A.A.N.).2.SOIL ANALYSIS SHALL BE OBTAINED PRIOR TO PLANTING. SOIL SHALL BE AMENDED AS RECOMMENDED.3.SHEET PREPARATION OF BEDS IS HIGHLY PREFERRED TO INDIVIDUAL DUG HOLE.S.SHRUB/GROUNDCOVER PLANTING DETAILNTSHARNETT COUNTY LANDSCAPE NOTESPLEASE CONTACT COMPLIANCE STAFF FOR WALK-THROUGH BEFORE ORDERING PLANT MATERIAL AND REQUEST CREDIT FOREXISTING VEGETATION.1.ALL MECHANICAL EQUIPMENT, WASTE DISPOSAL FACILITIES, AND VEHICULAR USE AREAS (DRIVES AND PARKING) SHALL BE SCREENED FROM PUBLICVIEWS.2.WHERE EXISTING OR PROPOSED VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED, THE SITE INSPECTOR RESERVES THE RIGHT TOREQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE LANDSCAPE PLAN BASED ON ACTUAL FIELD CONDITIONS.3.A MINIMUM OF 3' SHALL BE MAINTAINED BETWEEN THE VEGETATION AND CURB OR WHEEL STOP.4.ALL SHRUBS INSTALLED AS VEHICULAR USE SCREENING WILL BE MAINTAINED AS A CONTINUOUS HEDGE AT A MINIMUM OF 36".5.ALL ABOVE-GROUND EQUIPMENT ASSOCIATED WITH ON-SITE ELECTRIC, CABLE, TELEPHONE, GAS, OR SIMILAR UTILITY SHALL BE LOCATED TO THESIDE OR REAR OF THE SITE AND BE SCREENED, TO THE EXTENT PRACTICAL, WITH EVERGREEN PLANTS. PLANTINGS SHALL ALLOW A MINIMUM OF 5'OF CLEARANCE AROUND THE STRUCTURE WITH 10' OF CLEARANCE ON ANY SIDE CONTAINING A DOOR ALLOWING ACCESS FOR MAINTENANCE. THECLEARANCES SHALL ACCOUNT FOR THE MATURE SIZE OF THE PLANT MATERIAL.6.UPON ESTABLISHMENT OF FINISHED GRADES AND PRIOR TO BEGINNING INSTALLATION OF ANY TREES, A SOIL AMENDMENT SCHEDULE FOR ALL TREEPLANTINGS SHALL BE PREPARED BY A REGISTERED LANDSCAPE ARCHITECT, CERTIFIED ARBORIST, OR OTHER SUCH SPECIALTIES.7.PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A CERTIFIED STATEMENT SHALL BE PROVIDED TO THE SITE INSPECTOR ATTESTING TOTHE FACT THAT THE SOIL AMENDMENT SCHEDULE WAS FOLLOWED AS SPECIFIED IN THE APPROVED SITE AND OR SUBDIVISION PLAN. THISSTATEMENT SHALL BE CERTIFIED BY A REGISTERED LANDSCAPE ARCHITECT, CERTIFIED ARBORIST, OR OTHER SUCH SPECIALTIES.8.ALL PLANT MATERIAL INSTALLED WITHIN A SIGHT DISTANCE MAINTENANCE EASEMENT SHALL BE MAINTAINED AT A HEIGHT ABOVE 6' OR BELOW 2'.9.ALL IRRIGATION SYSTEM PLANS ARE SUBMITTED THROUGH THE BUILDING PERMIT PROCESS AND ARE EVALUATED SEPARATELY FROM AND INADDITION TO THE SITE PLAN AND BUILDING PLAN REVIEWS.10.ALL EXISTING VEGETATION WITHIN REQUIRED BUFFERS IS BEING PRESERVED UNLESS THE VEGETATION IS SERIOUSLY DAMAGED AND TREATMENTWOULD NOT BE PRACTICAL. VEGETATION MAY ALSO BE REMOVED IF IT HAS OR WILL GIVE RISE TO A NUISANCE SITUATION.11.BERMS USED FOR PERIMETER SCREENING SHALL BE 3:1 MAXIMUM SLOPE WITH A MINIMUM CROWN WIDTH OF TWO (2) FEET; MAINTAINED AT AMINIMUM HEIGHT OF THREE (3) FEET; MAINTAINED WITH A GROUNDCOVER VEGETATION OR GRASS FOR STABILIZATION; SUPPLEMENTED WITHCLUSTER OF SHRUBS EVERY TWENTY (20) FEET.12.ALL PARKING LOTS AND VEHICULAR USE AREAS ARE SCREENED FROM THE VIEW OF ADJACENT PROPERTY AND STREETS WITH EVERGREENPLANTINGS THAT WILL OBTAIN A HEIGHT OF 3' WITHIN 3 YEARS OF PLANTING.13.ALL PARKING LOT MEDIANS THAT CONTAIN UPPER STORY TREES ARE A MINIMUM OF 10' WIDE FROM BACK-OF-CURB TO BACK-OF-CURB WITH AMINIMUM OF 300 SF OF PERVIOUS AREA FOR EACH UPPER-STORY TREE LOCATED WITHIN IT.14.ALL SIGHT DISTANCE TRIANGLES AT ALL INTERNAL AND EXTERNAL INTERSECTIONS SHALL BE CLEAR OF OBSTRUCTIONS, SUCH AS PLANTINGS OROTHER IMPEDIMENTS TO A CLEAR SIGHT LINE.15.NO PLANT OR HARDSCAPE INSTALLATION IS PROPOSED WITHIN ANY PUBLIC UTILITY EASEMENTS.16.ALL STORMWATER DEVICES SUCH AS CULVERTS, ENERGY DISSIPATERS, ENGINEERED PONDS, AND ALL OTHER ASSOCIATED STRUCTURES SHALL BELANDSCAPED TO MITIGATE THEIR VISUAL IMPACTS.17.ALL GROUND OR ROOF-MOUNTED MECHANICAL SYSTEMS SHALL BE SCREENED APPROPRIATELY FROM STREETS AND ADJACENT PROPERTIES.18.ALL COMMON AREAS USED AS GENERAL, UNSPECIFIED OPEN SPACE SHALL BE STABILIZED USING WARM SEASON GRASSES.19.ALL TREES SHALL BE AT LEAST 2" CALIPER AND ALL SHRUBS ARE 2' IN HEIGHT AT INSTALLATION. ALL PARKING LOT TREES SHALL BE AT LEAST 3"CALIPER.GENERAL LANDSCAPE NOTES1.TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND BUFFER AREAS WHERE APPLICABLE AND SHALL BE MAINTAINED UNTILALL SITE WORK IS COMPLETE. THE FENCE SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE ISSUANCE OF CERTIFICATE OFOCCUPANCY.2.ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE AMERICAN STANDARDS FOR NURSERYSTOCK (2014 OR LATER EDITION).3.ALL TREES AND SHRUBS SHALL BE FULL, WELL BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES.4.TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT LEAST 4" IN LAWN AREAS AND 6" IN PLANT BEDS.LANDSCAPE MAINTENANCETHE OWNERS OF THE PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, PRESERVATION ANDMAINTENANCE OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON THIS PLAN. THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCEOF THE VEGETATION TO INCLUDE BUT NOT BE LIMITED TO:LAWN AREA1.THE LAWN AREA WILL BE MOWED AS NEEDED TO PROVIDE A NEAT AND UNIFORMLY FINISHED LAWN.2.FOR AREAS INACCESSIBLE TO MOWERS, A STRING TRIMMER WILL BE USED TO CUT GRASS TO SAME HEIGHT AS MOWER.3.CURB, SIDEWALK, AND BED EDGES WILL BE MECHANICALLY EDGED AS NEEDED TO PROVIDE A NEAT AND UNIFORM APPEARANCE.4.ALL DEBRIS WILL BE REMOVED FROM TURF PRIOR TO MOWING AND FROM TURF AND PAVEMENT AREAS FOLLOWING EDGING.5.THE ENTIRE LAWN WILL BE CORE AERIFIED IN THE FALL.6.SEEDING AND FERTILIZATION WILL BE PERFORMED IN CONJUNCTION WITH AERIFICATION.7.THE LAWN AREA WILL BE OVERSEEDED WITH A HYBRID FESCUE BLEND (IF DEVELOPER CHOOSES A FESCUE VARIETY TURF DURING INITIALINSTALLATION) AT A RATE OF 75 POUNDS PER ACRE.8.THE TURF WILL BE FERTILIZED THREE TIMES DURING THE YEAR (MARCH, SEPTEMBER, AND NOVEMBER). A SLOW RELEASE NITROGEN PRODUCT WILLBE USED AT A RATE OF 1-2 POUNDS OF NITROGEN PER 100 SQUARE FEET.9.A PRE-EMERGENT CRABGRASS CONTROL WILL BE APPLIED TO THE LAWN WHEN SOIL TEMPERATURES REACH 48 DEGREES.PLANT BEDS AND SMALL ORNAMENTAL TREES1.ALL PLANT BEDS WILL BE SPRAYED AND WEEDED BY HAND TO MAINTAIN THEM FREE OF WEEDS AT ALL TIMES.2.ALL SHRUBS WILL BE FERTILIZED AS REQUIRED WITH A SLOW-RELEASE FERTILIZER AT A RATE ACCORDING TO PLANT TYPE.3.ALL TREES WILL BE FERTILIZED BY DEEP ROOT FEEDING WITH A SLOW-RELEASE FERTILIZER DESIGNED TO FEED FOR TWO YEARS.4.ALL SHRUBS AND TREES WILL BE PRUNED WITH HAND PRUNERS TO ENCOURAGE GROWTH AND REMOVE DEAD MATERIAL.5.MULCH SHALL BE MAINTAINED AT A MINIMUM OF 3" DEPTH FOR ALL PLANT BEDS AND TREE SAUCERS AND SHALL BE REPLACED ANNUALLY. MULCHTYPES TO BE SELECTED BY OWNER, HOWEVER SHREDDED BARK OR HARDWOOD MULCH SHALL BE USED AGAINST ALL BUILDING FOUNDATIONS.6.FORMAL HEDGES WILL BE TRIMMED TO AN INVERT 'V' SHAPE TO ENCOURAGE LOW LIMB STRUCTURE AND DENSE GROWTH.7.PRE-EMERGENT WEED CONTROL SHALL BE APPLIED (IF NECESSARY) IN FEBRUARY. CHEMICALS FOR INSECT & DISEASE MAY BE APPLIED FORSPECIFIC PROBLEMS ONLY.LEAVES AND NATURAL AREAS1.ALL LEAVES WILL BE REMOVED FROM THE LAWN AREAS WEEKLY AND FOUR TIMES A YEAR FROM THE PLANT BEDS.2.NATURAL AREAS WILL BE MAINTAINED FREE OF BRUSH AND WEEDS WITHIN THE FIRST 10 FEET OF ANY NATURAL AREA.FAILURE TO MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A VIOLATION OF THE LAND DEVELOPMENT ORDINANCE ANDMAY RESULT IN FINES.SOIL AMENDMENT SCHEDULEPLANTING MIX SHALL BE NATURAL, FERTILE, AGRICULTURAL TOPSOIL CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH. THE PLANTING MIX MAY BE DEVELOPED BYAMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL AND REPLACING WITHNEW SOIL. THE SOIL SHALL BE UNIFORM IN COMPOSITION THROUGHOUT, WITHADMIXTURE OF SUBSOIL, FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS,STICKS, AND ORGANIC OR EXTRANEOUS MATTER. PLANTING MIX SHALL NOT BE USEDWHILE IN A FROZEN OR MUDDY CONDITION. THE PLANTING MIX SHALL CONTAIN THEFOLLOWING SPECIFIED PERCENTAGES OF CONSTITUENTS:CLAY - MINIMUM 10% - MAXIMUM 20%(RED CLAY, WELL PULVERIZED; CLAY SHALL BE STERILESILT - MINIMUM 30% - MAXIMUM 50%COARSE SAND - MINIMUM 50% - MAXIMUM 75%(COARSE SAND AND FREE OF ROCK, 1.0mm TO 0.5mm IN DIAMETER)ORGANIC MATERIAL - MINIMUM 5% - 8%ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUSTOR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION PROCESS.CALCIUM - 5.5% TO 80%MAGNESIUM - 10% TO 80%POTASSIUM - 5% TO 8%LANDSCAPE ARCHITECT SHALL CERTIFY THAT TREES WERE INSTALLED PER THE SOILAMENDMENT SCHEDULE PRIOR TO ISSUANCE OF CO.PARKING LOT CALCULATIONS:1 TREE AND 2 SHRUBS / 10 SPACESALL PARKING SPACES WITHIN 50' OF A TREE TRUNKLOT #1 = 58 SPACES6 TREES AND 12 SHRUBS REQUIRED6 TREES AND 12 SHRUBS PROVIDEDPERIMETER EVERGREEN SCREEN PROVIDEDLOT #2 = 11 SPACES2 TREES AND 3 SHRUBS REQUIRED2 TREES AND 3 SHRUBS PROVIDEDPERIMETER EVERGREEN SCREEN PROVIDED