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2017-05 MAY 2017 TRC REPORT TECHNICAL REVIEW COMMITTEE REPORT MAY, 2017 The New Hanover County Technical Review Committee (TRC) met once during the month of May and reviewed two (2) preliminary site plans. 1) Cape Landing (Performance Plan) Cape Landing is located in the north central portion of New Hanover County (4200 block Blue Clay Road) and is classified as Urban Mixed Use on the County’s adopted Land Classification Plan. Access to the project is from Blue Clay Road (NCDOT Maintained). The developer for the project requested preliminary site plan approval for 126 single family residential lots. Cape Landing Site Plan Data  Zoning District: R-15 Residential  Water Service: Public (CFPUA)  Sewer Service: Public (CFPUA)  Lots: 126  Acreage: 50.59  Road Designation: Private  TIA: Required  Primary Access: Blue Clay Road (Public street)  Conservation Resources: None  Comp Plan Future Land Use: Urban Mixed Use (adopted 2016)  School Districts: Castle Hayne & Eaton Elementary (over-capacity) Holly Shelter Middle (over-capacity) Trask Middle (over-capacity) Laney High (over-capacity) In a vote of 5-0, the TRC approved Cape Landing for 126 residential lots with the following conditions: 1) No gates, traffic calming devices or on-street parking permitted unless reviewed by TRC. 2) Completed and approved NCDOT Driveway Permit. 3) Transportation Impact Analysis (TIA) with potential off-site road improvements. 4) Pedestrian access thru the area noted as “open space” to facilitate County Park Trail located off Juvenile Service Center Road. 2) Congleton Farms (Performance Plan) Congleton Farms is located in the south central portion of our jurisdiction (6300 block of Myrtle Grove Road) and is classified as General Residential on the County’s adopted Land Classification Plan. Access to the project will be from Myrtle Grove Road (NCDOT Maintained) and Tarin Woods subdivision (Private Road). The developer for the project requested preliminary site plan approval for 163 single family residential lots. Congleton Farms Site Plan Data  Zoning District: R-15 Residential  Water Service: Public (CFPUA)  Sewer Service: Public (CFPUA)  Lots: 163  Acreage: 65.59  Road Designation: Private for Public Use (Lt. Congleton Rd – collector road) Private (local streets)  TIA: Required  Primary Access: Myrtle Grove Road (public)  Secondary Access: Lt. Congleton (private – Tarin Woods)  Conservation Resources: None  Comp Plan Future Land Use: General Residential (adopted 2016)  School Districts: Codington, CREEC, Bellamy Elem (over-capacity) Murray Middle (over-capacity) Ashley High (over-capacity) In a vote of 5-0, the TRC approved Congleton Farms for 163 residential lots with the following conditions: 1) No gates, traffic calming device or on-street parking unless reviewed by TRC. 2) Creation of an eight (8’) wide pedestrian easement into the project from Fawn Settle Drive (Deer Crossing subdivision). 3) Transportation Impact Analysis (TIA) with cost share with Tarin Woods. 4) Creation of a pedestrian access between the two (2) subdivision pods within the project. 5) Creation of a multi-use patch along the project’s road frontage with Myrtle Grove Road (20’ easement). HYD HYD HYD HYD HYD VICINITY MAP INDEX OF SHEETS TRC SITE DEVELOPMENT PLAN CAPE LANDING PHASE I & II DEVELOPER/OWNER WILMINGTON, NORTH CAROLINA APRIL, 2017 KG PLAZA, LLC 6025 TARIN ROAD WILMINGTON, NC 28409 PHONE: (910) 769-3053 LEGEND FOR SITE DATA TABLE PREPARED BY: PERFORMANCE RESIDENTIAL PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 BLU E C L A Y R D S R 1 3 1 8 W O R T H D A L E D R BL U E C L A Y R D SIDBURY R D J U V E N I L E C E N T E R R D BLU E C L A Y R D N C O L L E G E R D S H 1 3 2 LO N G V I E W D R GLEN ED E N D R PAR A M O U N T W A Y PR E M I E R C T WYN F I E L D D R C A E S A R C T GATE W O O D C T RAVENW O O D D R VICAR CT US 1 7 B Y P A S S E N T E R P R I S E D R SIDBUR Y R D BL U E C L A Y R D HYD H Y D H Y D No. Checked By Revision Designer Drawn By DateBy Scale Date Job No. Sheet No. No. Checked By Revision Designer Drawn By DateBy Scale Date Job No. NORTH CAROLINAWILMINGTON C-26025 TARIN ROAD KG PLAZA, LLC WILMINGTON, NC 28409 PHASE 1 PLANCAPE LANDING SUBDIVISION PHASE 1 & 2 PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 PRELIMINARY - DO NOT USE FOR CONSTRUCTION 1 inch = 60 ft. 60 GRAPHIC SCALE 0 30 60 120 HYD H Y D HYD HYD No. Checked By Revision Designer Drawn By DateBy Scale Date Job No. Sheet No. No. Checked By Revision Designer Drawn By DateBy Scale Date Job No. NORTH CAROLINAWILMINGTON C-36025 TARIN ROAD KG PLAZA, LLC WILMINGTON, NC 28409 PHASE 2 PLANCAPE LANDING SUBDIVISION PHASE 1 & 2 PORT CITY CONSULTING ENGINEERS, PLLC 6216 STONEBRIDGE ROAD WILMINGTON, NC 28409 910-599-1744 LICENSE No. P-1032 PRELIMINARY - DO NOT USE FOR CONSTRUCTION 1 inch = 60 ft. 60 GRAPHIC SCALE 0 30 60 120 IPF IPF IRF IPF IPF IPF IPF IPF IPF IRF IPF IPF IPF IPF IPF IPF IPF IPF IRF IRF SENTRYOAKS SECTION5 SENTRYOAKS SECTION2 SENTRYOAKS SECTION1 SENTRYOAKS SECTION1 ROBERT&NANCY RUSH R07900-003-042-002 DB1376,PG1545 JAMES&NANCY GILLESPIE R07900-003-035-002 DB1136,PG1273 DOUGLAS&SHARON R07900-003-035-003 DB1734,PG50 DEERCROSSING SECTION1 TARINWOODS PHASEIII TARINWOODS FUTURE DEVELOPMENT TARINWOODS PHASE5 L&PPROPERTY INVESTMENTS R07900-003-039-002 DB5342,PG2318 CELLTOWER SITE 1102.61' N 14°24'04"E 2159.03' S65°30'09"E 794.27' N 11°38'46" E L1 297.27' S21°42'04"W 3 3 0 .7 7' S 4 7 °3 4'1 8 "W 423.62' N89°53'06"W 30 7.8 2' S 3 7°2 9'2 6"W 347.00' S 00°40'11" W 327.71' S 86°35'27"W 1 3 2 .0 9 ' S 7 2 °5 7 '5 4 "W191.79' N 86°04'44"W 34 0.65' N 53°55'37" W 148.90' S28°49'23"W 198.50' N 82°44'04"W 261.21' N 56°28'56" W 280.00'N65°32'56"W 300.00' N24°27'04"E 280.00' S65°32'56"E 300.00' S24°27'04"W 125.00' N 35°02'34"E 125.00' S 54°57'27" E 125.00' S 35°02'34"W 125.00' N 54°57'27" W 260.00'S65°37'19"E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6768 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 127 128 129 130 131132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 28 29 20' BUFFERAREA20'PERIMETER SETBACK 20'PERIMETERSETBACK 20'PERIMETER SETBACKFP F P F P FP FP F P F P FP W W W W W W W W W W W W W W W WW W W W W W W W WWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWW W W W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWW SS SS SS S S SS SS SS SS SS SS SS SS SS SSSS S S SS S S S S S S SS SS SS SS SS SS S S S S SS SS SS S S S S SS SS SS SS SS SS SS SS SS               50' 26' 50' 24' 50' 24' 50' 24' 50'24' 21' 21' 50' 26' R1100' R100' R230' R 1 5 0 ' R155' R230' R1500' R310' R230' R 2 0 0' R 2 0 0 ' R 1 5 0' R 1 5 0 ' R170' R30' R30' R 3 0 'R 30' R 3 0 'R 30'R 3 0 ' R 3 0 ' R 100' R 1 0 0 '47'60' R 3 0 ' R 3 0 ' R 3 0 ' R 3 0' R200' R200' R10' R10' R113' R 1 1 3' R 1 1 3' R113' 5' 5' 5' 5' 5' SBURG DR APPOMATTOXDR LTCONGLETONRD B IG CYPRESS DR LTCONGLETONRD MIDDLEOAKSDR BALS AMDR ROYALOA BOOGER MYRTLEGRO DARLE H I C K O R Y S/D MYRTLEGROVERD L SASSERSMH SENTRYOAKSDR                                                                                                      DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEIJOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : RE V I S E D P E R T R C C O M M E N T S R E C E I V E D 5 / 1 5 / 1 7 TG C JC M JC M 1" = 1 0 0 ' 4/ 2 6 / 1 7 C-2.0 16384.PE 5/ 1 7 / 1 7 NORTH VICINITYMAP SCALE:1'=1000' SITE 0 50100 200 400 SCALE:1"=100' GRAPHICSCALE SITEINFORMATION OWNER:RALEIGH-WILMINGTONINVESTORS,LLC 6131FALLSOFNEUSEROAD RALEIGH,NC27609 PROJECTADDRESS:1318LTCONGLETONRD WILMINGTON,NC28409 PARCELID:R07900-003-039-000 CURRENTZONING:R-15 PROPOSEDZONING:R-15PERFORMANCERESIDENTIAL TOTALSITEAREA:65.59AC RECORDEDDEEDBOOK:DB9908,PG2816 CAMALANDUSECLASSIFICATION:WATERSHEDRESOURCEPROTECTIONAREA EXISTINGLANDUSE:UNDEVELOPED PROPOSEDLANDUSE:SINGLEFAMILYRESIDENTIAL(3BEDROOM) COMPREHENSIVELANDUSE:GENERALRESIDENTIAL SITEDATA AVERAGESINGLEFAMILYLOTSIZE:60'X130'&50'X120' MAXBUILDINGHEIGHT:35' TOTALUNITS:163DWELLINGUNITS DENSITY:2.48DU/AC DIMENSIONSTANDARDS PERFORMANCERESIDENTIALDISTRICTREQUIREMENTS 59.1.1-2.1BUILDINGSONTHEPERIPHERYOFAPERFORMANCERESIDENTIAL DEVELOPMENTSHALLSETBACKNOLESSTHANTWENTY(20)FEETFROMTHE ADJOININGPROPERTYLINE.(6/16/86) 59.1.1-2.2INNOCASESHALLANYPARTOFADETACHEDSINGLE-FAMILYDWELLINGUNITBE LOCATEDCLOSERTHANTEN(10)FEETTOANYPARTOFANYOTHERDETACHED SINGLE-FAMILYDWELLING;ANDINNOCASESHALLANYPARTOFAMULTIPLE DWELLINGUNITBELOCATEDCLOSERTHANTWENTY(20)FEETTOANYPARTOF ANOTHERDWELLINGUNIT.(6/1/92) OPENSPACECALCULATIONS REQUIRED(0.03X163LOTS):4.89AC 2.445ACACTIVEOPENSPACE 2.445ACPASSIVEOPENSPACE PROVIDED:+18.31AC +3.92ACACTIVEOPENSPACE +14.39ACPASSIVEOPENSPACE ASSOCIATIONMAINTENANCE ALLBUFFERS,DRAINAGEAREASANDPASSIVE/ACTIVEOPENSPACESHALLBEMAINTAINED BYTHEHOMEOWNER'SASSOCIATION LANDDISTURBANCENOTE: SITEEXCEEDSONEACREINDISTURBANCE,ALLSTATE PERMITSWILLHAVETOBESECUREDPRIORTOISSUANCEOFA BUILDINGPERMIT. SURVEYNOTE: TOPOGRAPHICANDBOUNDARYSURVEYCOMPLETEDBY PARAMOUNTEENGINEERING,INC.ANDSEALEDBY CHRISTOPHERJ.GAGNE,PLS,ONAPRIL25,2017. FEMANOTE: MOSTLOTSEXISTWITHINFLOODZONE'X',ASSHOWNBY FEMAFLOODPANEL3720313300JWITHANEFFECTIVEDATE OFAPRIL3,2006.PORTIONSOFLOTSLIEWITHINFLOOD ZONE'AE'WITHABASEELEVATIONOF10'. ROADS 1.ALLSTREETSSHALLBEPRIVATEANDCONSTRUCTEDTONCDOTSTANDARDS ANDINSPECTEDANDCERTIFIEDBYENGINEERTOVERIFYTHEYWEREBUILTTO NCDOTSTANDARDS. 2.ALLSIDEWALKSWILLBECONSTRUCTEDINCOMPLIANCEWITHADA REQUIREMENTS. 3.STREETNAMESTOBEVERIFIEDBYE-911PRIORTORECORDATIONOFSINGLE FAMILYLOTS. 4.CONNECTIVITYRATIOREQUIRED:1.40 PROVIDED:1.60 UTILITIES 1.ALLWATERANDSEWERUTILITIESWILLBECOORDINATEDWITHCFPUA. 2.STORMWATERWILLBEHANDLEDONSITEINCOMPLIANCEWITHALLSTATEAND LOCALSTORMWATERSTANDARDS. 3.VERTICALOBSTRUCTIONS,FENCES,WALLS,ETC.ARENOTALLOWED INUTILITY/DRAINAGEEASEMENTS. 4.STREETLIGHTSWILLBEPROVIDEDASPERSECTION52-9OFTHENEWHANOVER COUNTYSUBDIVISIONORDINANCE. TRAFFIC 1.ATIAISBEINGCONDUCTEDATTHISTIMEBYTRANSPORTATIONENGINEER, RAMEYKEMPANDASSOCIATES. LANDSCAPE 1.ALLLANDSCAPEWILLCOMPLYWITHNEWHANOVERCOUNTYORDINANCESANDA LANDSCAPEPLANWILLBESUPPLIEDASPARTOFTHEPERMITTINGDOCUMENTS ASNECESSARY. 2.EXISTINGVEGETATIONSHALLBEPRESERVEDTOTHEMAXIMUMEXTENTPOSSIBLE; REMOVALOFEXISTINGVEGETATIONSHALLPERTAINTONECESSARYANDESSENTIAL SITEIMPROVEMENTSCONCERNINGDEVELOPMENT. 3.EXISTINGTREESGREATERTHAN8"DBHSHALLNOTBEREMOVEDFROMATWENTY FOOTBUFFERSTRIPALONGTHEPERIMETER. 4.THISPROJECTISSURROUNDEDBYRESIDENTIALLYZONEDPROPERTYANDDOESNOT REQUIREADDITIONALBUFFERING. =PROPERTYLINE =WETLANDS =ACTIVEOPENSPACE =PASSIVEOPENSPACE =SETBACK =PROPOSEDUTILITYEASEMENT =CURVERADIUS =WATERLINE =SEWERLINE =FIREHYDRANT LEGEND R W SS PRIVATEROADSCERTIFICATION I(WE)THEDEVELOPERSOFCLEARWATERPRESERVESUBDIVISION LOCATEDINTHEUNINCORPORATEDAREAOFNEWHANOVERCOUNTY UNDERSTANDTHATTHEROADSINSAIDSUBDIVISIONAREDESIGNATED PRIVATE.IUNDERSTANDTHATOWNERSHIPANDMAINTENANCEOFTHE ROADSWILLBETHERESPONSIBILITYOFTHEDEVELOPERUNTILSUCH TIMETHATTHEDEVELOPERDESIGNATESTHERESPONSIBILITYTOTHE PROPERTYOWNERS'ASSOCIATION.RESPONSIBILITIESMUSTBE ACCEPTEDBYTHEHOMEOWNERSASSOCIATIONASSPECIFIEDINTHE HOMEOWNERCOVENANTSFORSAIDSUBDIVISION.THEPRIVATEROADS INSAIDSUBDIVISIONARETOBECONSTRUCTEDINACCORDANCEWITH SECTION52-4OFTHENEWHANOVERCOUNTYSUBDIVISIONORDINANCE ANDALLAPPLICABLECOUNTYCODESWHICHINCLUDESTHEDESIGN, INSTALLATION,INSPECTION,ANDAPPROVALBYALICENSEDENGINEER (PE)RECOGNIZEDINTHESTATEOFNORTHCAROLINAPRIORTOFINAL PLATAPPROVALFORALLORAPORTIONOFTHESUBDIVISION.IFALL ORAPORTIONOFTHEROADINFRASTRUCTURESYSTEMWITHINTHE SUBDIVISIONISBONDEDTHROUGHASURETY,PERFORMANCEBOND, ORCASHESCROW,NOBONDSHALLBERELEASEDUNTILALLROAD CONSTRUCTIONIMPROVEMENTSARECOMPLETEANDCERTIFIEDBY THEPROFESSIONALENGINEER. ITSHALLBEDISCLOSEDTOTHEPROSPECTIVEBUYEROFALOTOR LOTSWITHINASUBDIVISIONTHATROADMAINTENANCESHALLRUN THROUGHTHEPROPERTYOWNERSASSOCIATIONINPERPETUITY AFTERACCEPTANCEFROMTHEDEVELOPERUNTILSUCHTIMETHAT THEROADSARERE-PLATTEDASPUBLICLYDESIGNATEDROADSAND TAKENOVERFORMAINTENANCETHROUGHTHENORTHCAROLINA DEPARTMENTOFTRANSPORTATION(NCDOT)ORAPPROPRIATE GOVERNINGAUTHORITY. RALEIGH-WILMINGTON INVESTORS_______________________________________ DATE__________________ 26' 1/2"PERFT1/4"PERFT SLOPES=3:1 MODIFIEDVALLEYCURB SLOPES=3:1 1' 50FTR/W 6"-B25.0BBASE 1/4"PERFT 6"STONE UNDERCURBING 1.5"-SF9.5ASURFACE 6' SIDEWALK 11'5'1' 1'1' 70' 10 ' NOTTOSCALE WET WET ACTIVEOPENSPACE/ AMENITYSITE 2.83AC ACTIVEOPEN SPACE 1.09AC PASSIVEOPEN SPACE 10.61AC PASSIVEOPEN SPACE 1.92AC PASSIVE OPENSPACE 0.46AC PASSIVEOPENSPACE 0.19AC PASSIVEOPENSPACE 0.09AC PASSIVEOPENSPACE 0.43AC NEWPAVEMENTTOTIEINTO EXISTINGPAVEMENT,TYP. NEWPAVEMENTTOTIEINTO EXISTINGPAVEMENT,TYP. PROPOSED STORMWATERPOND 3.56AC PROPOSED STORMWATERPOND 1.89AC 40'REALIGNEDACCESS EASEMENTTOEXISTING CELLTOWERSITE;TO INCLUDEGRAVELPATH EXISTINGWETLANDS,TYP. +0.37AC. FLOODPLAINAE10,TYP. PASSIVEOPENSPACE 0.14AC PROPOSEDFIRE HYDRANTLOCATION, TYP. PROPOSED8" WATERMAIN,TYP. 10'X70'SIGHT TRIANGLE,TYP. 24' 1/2"PERFT1/4"PERFT SLOPES=3:1 MODIFIEDVALLEYCURB SLOPES=3:1 1' 50FTR/W 6"-B25.0BBASE 1/4"PERFT 6"STONE UNDERCURBING 1.5"-SF9.5ASURFACE SIDEWALK 12'7'1' 1'1' PROPOSED5'WIDE SIDEWALK,TYP. PROPOSEDSEWER MAIN,TYP. 30'SEWEREASEMENT, TYP. 10'GENERALUTILITY EASEMENT,TYP. SIDEWALK 5' PASSIVE OPENSPACE 0.55AC