05242017 May 24 2017 TRC Agenda Package
Page 1 of 2
TECHNICAL REVIEW COMMITTEE AGENDA
MAY 24, 2017
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, May 24, 2017 at 2:00
p.m. in the Lucie Harrell Conference Room (601), New Hanover County Government Center, 230
Government Center Drive to review the following:
2:00 p.m. Item 1: Cape Landing: (Revised Performance Plan) – Request by Port City Consulting for
KG Plaza, LLC for TRC to consider preliminary site plan approval of a 126 lot residential
development located near the 4200 block of Blue Clay Road.
Cape Landing Site Plan History (formally Pumpkin Creek)
Phase 1 of the project was originally preliminarily approved by TRC in May, 2015 for 62
lots. A large portion of the approved phase was recorded earlier this year. Recently,
additional acreage has been acquired by the developer. The decision was made to
combine the original phase 1 of the project with the newly acquired property under the
County’s performance residential criteria creating a total of 126 residential lots.
Project Site Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Lots: 126 (Phase 1 = 62, Phase 2 = 64)
Acreage: 50.59 (total entire project)
Road Network Designation: Private
TIA: Required
Primary Access: Blue Clay Road
Conservation Resources: None
Comp Plan Future Land Use: Urban Mixed Use (adopted 2016)
School Districts: Castle Hayne & Eaton Elem. (over-capacity)
Holly Shelter Middle (over-capacity)
Trask Middle (over-capacity)
Laney High (over-capacity)
Staff Recommendations
1) No gates, traffic calming devices or on-street parking unless reviewed by TRC.
2) Revised NCDOT Driveway Permit.
3) Conditions of original preliminary site plan approval to remain in effect.
4) A TIA is required with total project exceeding 100 a.m. & p.m. peak hour trips.
5) Road stub options west side Blue Clay Road need to be considered.
2:35 p.m. Item 2: Congleton Farms (Performance Plan) – Request by Paramounte Engineering for
Raleigh-Wilmington Investors, LLC for TRC to consider preliminary site plan approval of a
163 lot residential development located near the 6300 block of Myrtle Grove Road, west
side.
Page 2 of 2
Congleton Farms Site Plan History
None
Project Site Data
Zoning: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Lots: 163
Acreage: 65.59
Road Network Designation: Private
TIA: Required
Primary Access: Myrtle Grove Road (public)
Secondary Access: Lt. Congleton Road (Tarin Woods)
Conservation Resources: None
Comp Plan Future Land Use: General Residential (adopted 2016)
School Districts: Codington, CRECC, Bellamy Elem (over-cap)
Murray Middle (over-capacity)
Ashley High (over-capacity)
Staff Recommendations
1) No gates, traffic calming devices or on-street parking unless reviewed by TRC.
2) Road connection with Fawn Settle Drive - public (Deer Crossing subdivision) needs to be
considered.
3) NCDOT Driveway Permit at entrance of project with Myrtle Grove Road.
4) A TIA will be required.
5) Consideration of Lt. Congleton Road as a public collector linking the project with Tarin
Woods/Covington/Battle Park subdivisions with Carolina Beach Road and Myrtle Grove Road
along with dual sidewalks along the road.
6) Consideration of a multi-use path in the form of an easement along property frontage of
Myrtle Grove Road in conjunction with adopted Greenway Plan.
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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
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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.
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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.
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SENTRYOAKS
SECTION5
SENTRYOAKS
SECTION2
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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'
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14°24'04"E
2159.03'
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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