04112018 April 11 2018 TRC Agenda PackageTECHNICAL REVIEW COMMITTEE AGENDA
APRIL 11, 2018
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 11, 2018 at 2:00
p.m. in the Lucie Harrell Conference Room (601) of the New Hanover County Government Center
located at 230 Government Center Drive to review/discuss the following:
Covey Commons – 15 residential lots, 6.36 acres (near 7100 block Murrayville Road)
Congleton Farms – 171 lots (includes cell tower lot), 68.9 acres (near 6300 block Myrtle
Grove Road)
Cypress Village (Concept Plan) – 37 units, 5.7 acres (near 6700 block Carolina Beach Road)
2:00 p.m. Item 1: Covey Commons (Revised Performance Plan) – Request by Paramounte Engineering
for Dewitt Three, LLC for TRC to consider preliminary site plan approval of two additional lots
located near the 7100 block of Murrayville Road.
Covey Commons Site Plan History
Preliminary site plan approved with conditions (see attached letter) by TRC for 13
residential lots in May, 2016
No land disturbing activities have taken place since site plan approval
Applicant is currently proposing two additional lots to the project
Covey Commons Site Plan Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network Designation: Private (maintained by developer/HOA)
Lots: 15
Acreage: 6.36
TIA: No
Conservation Resources: None
Schools Served by Project: Murrayville & Eaton Elem. (+69 &+74 over-capacity)
Holly Shelter Middle (-286 under capacity)
Laney High (+583 over-capacity)
Comp Future Land Use: Community Mixed Use
2:15 p.m. Item 2: Congleton Farms (Revised Performance Plan) – Request by Paramounte Engineering
for Raleigh-Wilmington Investors for TRC to consider preliminary site plan approval of eight
(8) additional lots (includes cell tower site) located near the 6300 block of Myrtle Grove Road.
Congleton Farms Site Plan History
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network Designation: Lt. Congleton Road (Private but Public Use)
Private (all other local roads)
Lots: 171 (includes cell tower site)
Acreage: 68.90
TIA: Approved (February, 2018)
Conservation Resources: None
Schools Served by Project: Codington, Bellamy, & CRECC Elementary
(+129, +68, +7 over-capacity)
Murray Middle (+201 over-capacity)
Ashley High (+186 over-capacity)
DISCUSSION ITEM ONLY
2:40 p.m. Item 3: Cypress Village (High Density) – Request by the Lee Law Firm for constructive
feedback from TRC on a 37 residential unit proposal located near the 6700 block of Carolina
Beach Road.
General Land Use Data
Zoning District: R-15 Residential
Units: 37 (3-4 bedrooms per unit)
Acreage: 5.7
TIA: Not required
Conservation Resources: None
Comp Future Land Use: Community Mixed Use
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SCALE:1"=50'
GRAPHICSCALE
PARCELDATA
SITENAME:COVEYCOMMONS
SITEADDRESS:COVEYLANE
CURRENTZONING:R-15RESIDENTIALDISTRICT
NEWHANOVERCOUNTYTAXPARCELID#:R02700-001-004-027
PERFORMANCERESIDENTIALDISTRICTREQUIREMENTS:R-15
1.BUILDINGSONTHEPERIPHERYOFAPERFORMANCERESIDENTIALDEVELOPMENTSHALL
SETBACKNOLESSTHANTWENTY(20)FEETFROMTHEADJOININGPROPERTYLINE.
2.INNOCASESHALLANYPARTOFADETACHEDSINGLE-FAMILYDWELLINGUNITBELOCATED
CLOSERTHANTEN(10)FEETTOANYPARTOFANYOTHERDETACHEDSINGLE-FAMILY
DWELLING.
DENSITYCALCULATIONS
TOTALTRACTAREA6.36ACRES
DENSITYALLOWED2.5UNITSPERACRE=16UNITS
TOTALNUMBERPROPOSED:15UNITS
SITEDATAANDLOTINFORMATION
1.TAXPARCELID#:R02700-001-004-027
2.DEEDINFORMATION:DB5938PG1929
MB61PG95,TRACT5
3.TOTALACREAGEINTRACT:6.36Ac.
4.TOTALNUMBEROFLOTS:15SINGLEFAMILYLOTS
5.OPENSPACE/RECREATIONALAREA(BASEDON15LOTS):
-TOTALAREAREQ'D(.03AC/UNIT):0.45AC
-TOTALAREAPROVIDED:1.65AC
-ACTIVEOPENSPACEREQ'D:0.20AC
-ACTIVEOPENSPACEPROVIDED:1.23AC
-PASSIVEOPENSPACEPROVIDED:0.42AC
6.SINGLEFAMILYRESIDENCEWITHAPPROXIMATELY3BEDROOMS
7.ALLRECREATIONANDOPENSPACEAREATOBEDEDICATEDANDMAINTAINEDBYTHE
CAMERONTRACEHOMESOWNERSASSOCIATION.
IMPERVIOUSINFORMATION
ROADS:39,810±SF
SIDEWALK:6,300±SF
ROADS
1.ALLSTREETSSHALLBEPRIVATEANDCONSTRUCTEDTONCDOTSTANDARDSAND
INSPECTEDANDCERTIFIEDBYENGINEERTOVERIFYTHEYWEREBUILTTONCDOT
STANDARDS.
2.NOGATES,OBSTRUCTIONS,SPEEDCALMINGDEVICES,ORONSTREETPARKINGIS
PERMITTED.
3.ALLSIDEWALKSWILLBECONSTRUCTEDINCOMPLIANCEWITHADAREQUIREMENTS.
4.STREETNAMESTOBEVERIFIEDBYE-911PRIORTORECORDATIONOFSINGLEFAMILY
LOTS.
5.AREAWITHINRIGHT-OF-WAY=1.63AC
5.CONNECTIVITYRATIO=3LINKS/2NODES=1.5
6.ALLSIDEWALKSSHALLHAVEADARAMPSWITHTACTILEWARNINGMAPS
UTILITIES
1.ALLWATERANDSEWERUTILITIESWILLBECOORDINATEDWITHCFPUA.
2.WATERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIEDCAPACITY
ISAVAILABLETOSERVETHISPROJECT.
3.SANITARYSEWERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIED
CAPACITYISAVAILABLETOSERVETHISPROJECT.
4.STORMWATERWILLBEHANDLEDONSITEINCOMPLIANCEWITHALLSTATEANDLOCAL
STORMWATERSTANDARDS.
5.STREETLIGHTSWILLBEPROVIDEDASPERSECTION52-9OFTHENEWHANOVERCOUNTY
SUBDIVISIONORDINANCE.
6.VERTICALOBSTRUCTIONS,FENCES,WALLS,ETC.ARENOTALLOWED
INUTILITY/DRAINAGEEASEMENTS.
7.A10'UTILITYEASEMENTWILLBEPROVIDEDALONGALLLOTFRONTAGES.
LANDSCAPE
1.ALLLANDSCAPEWILLCOMPLYWITHNEWHANOVERCOUNTYORDINANCESANDA
LANDSCAPEPLANWILLBESUPPLIEDASPARTOFTHEPERMITTINGDOCUMENTS.
70'
10
'
22'
1/2"PERFT1/4"PERFT SLOPES=3:1
MODIFIEDVALLEYCURB
SLOPES=3:1
1'
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6"-B25.0BBASE
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5'
SIDEWALK
10.5'5.5'1'
1'1'
LANDDISTURBANCENOTE:
SITEEXCEEDSONEACREINDISTURBANCE,ALLSTATE
PERMITSWILLHAVETOBESECUREDPRIORTOISSUANCEOFA
BUILDINGPERMIT.
SURVEYNOTE:
TOPOGRAPHICANDBOUNDARYSURVEYCOMPLETEDBYC.I.
GLOVERCOMPANYANDSEALEDBYCHRISGLOVER,PLS.
FEMANOTE:
SITEDOESNOTFALLWITHINAFLOODZONEACCORDINGTO
FEMAMAPNUMBER3720325000JHAVINGANEFFECTIVEDATE
OFAPRIL3,2006.
PRIVATEROADSCERTIFICATION
I(WE)THEDEVELOPERSOFCOVEYCOMMONSSUBDIVISIONLOCATEDINTHEUNINCORPORATEDAREAOF
NEWHANOVERCOUNTYUNDERSTANDTHATTHEROADSINSAIDSUBDIVISIONAREDESIGNATEDPRIVATE.
IUNDERSTANDTHATOWNERSHIPANDMAINTENANCEOFTHEROADSWILLBETHERESPONSIBILITYOF
THEDEVELOPERUNTILSUCHTIMETHATTHEDEVELOPERDESIGNATESTHERESPONSIBILITYTOTHE
PROPERTYOWNERS'ASSOCIATION.RESPONSIBILITIESMUSTBEACCEPTEDBYTHEHOMEOWNERS
ASSOCIATIONASSPECIFIEDINTHEHOMEOWNERCOVENANTSFORSAIDSUBDIVISION.THEPRIVATE
ROADSINSAIDSUBDIVISIONARETOBECONSTRUCTEDINACCORDANCEWITHSECTION52-4OFTHENEW
HANOVERCOUNTYSUBDIVISIONORDINANCEANDALLAPPLICABLECOUNTYCODESWHICHINCLUDESTHE
DESIGN,INSTALLATION,INSPECTION,ANDAPPROVALBYALICENSEDENGINEER(PE)RECOGNIZEDINTHE
STATEOFNORTHCAROLINAPRIORTOFINALPLATAPPROVALFORALLORAPORTIONOFTHE
SUBDIVISION.IFALLORAPORTIONOFTHEROADINFRASTRUCTURESYSTEMWITHINTHESUBDIVISIONIS
BONDEDTHROUGHASURETY,PERFORMANCEBOND,ORCASHESCROW,NOBONDSHALLBERELEASED
UNTILALLROADCONSTRUCTIONIMPROVEMENTSARECOMPLETEANDCERTIFIEDBYTHEPROFESSIONAL
ENGINEER.
ITSHALLBEDISCLOSEDTOTHEPROSPECTIVEBUYEROFALOTORLOTSWITHINASUBDIVISIONTHAT
ROADMAINTENANCESHALLRUNTHROUGHTHEPROPERTYOWNERSASSOCIATIONINPERPETUITYAFTER
ACCEPTANCEFROMTHEDEVELOPERUNTILSUCHTIMETHATTHEROADSARERE-PLATTEDASPUBLICLY
DESIGNATEDROADSANDTAKENOVERFORMAINTENANCETHROUGHTHENORTHCAROLINA
DEPARTMENTOFTRANSPORTATION(NCDOT)ORAPPROPRIATEGOVERNINGAUTHORITY.
DATE__________________
VICINITYMAP
SCALE:1"=1,000'
SITE
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=EXISTING404WETLANDS
=OPENSPACE
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LEGEND
WET
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6"STONEUNDER
CURBINGIFREQUIRED
NOTTOSCALE
PROPOSED8"C900
PVCGRAVITYSEWERMAIN
PROPOSEDFIRE
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PVCWATERMAIN
TREENOTE:
THEREARENOSIGNIFICANTTREESINTHEUPLANDAREAS
OFTHISTRACTASSHOWNONTHESURVEYCOMPLETEDBY
C.I.GLOVERCOMPANY.
PROPOSED2'-0"CURB
&GUTTER(TYP.)
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L2N 35°02'33" E25.00'
L3S 87°03'12" E72.16'
L4N 77°56'24" E77.72'
L5N 49°36'15" E78.81'
L6N 56°03'25" E53.37'
L7N 36°17'53" E37.71'
L8N 86°42'00" E32.44'
L9S 36°17'53" W62.75'
L10S 56°03'25" W53.64'
L11S 49°36'15" W86.85'
L12S 77°56'24" W87.32'
L13N 87°03'12" W82.64'
L14S 24°26'49" W30.00'
L15N 24°27'04" E60.00'
L16S 23°19'21" W60.16'
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C1260.00'296.27'280.50'S 57°05'26" W65°17'15"
C2200.00'181.51'175.35'S 63°44'04" W52°00'00"
C3200.00'227.90'215.77'S 57°05'26" W65°17'15"
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NORTH
VICINITY MAP
SCALE: 1' = 1000'
SITE
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
SITE INFORMATION
OWNERS: RALEIGH-WILMINGTON INVESTORS, LLC
6131 FALLS OF NEUSE ROAD
RALEIGH, NC 27609
PAT'S HOLDINGS, LLC
1005 CAROLINA BEACH AVE. NORTH, APT. 3
CAROLINA BEACH, NC 28428
PROJECT ADDRESS: 1318 LT CONGLETON RD
WILMINGTON, NC 28409
PARCEL IDs:R07900-003-039-000, R07900-003-039-002, R07900-003-089-000
CURRENT ZONING: R-15
PROPOSED ZONING:R-15 PERFORMANCE RESIDENTIAL
TOTAL SITE AREA:68.90 AC
RECORDED DEED BOOK:DB 9908, PG 2816
CAMA LAND USE CLASSIFICATION:WATERSHED RESOURCE PROTECTION AREA
EXISTING LAND USE:GENERAL RESIDENTIAL
PROPOSED LAND USE:SINGLE FAMILY RESIDENTIAL (3 BEDROOM)
COMPREHENSIVE LAND USE: GENERAL RESIDENTIAL
SITE DATA
AVERAGE SINGLE FAMILY LOT SIZE:60' X 130' & 50' X 120'
MAX BUILDING HEIGHT:35'
TOTAL UNITS:171 LOTS (170 DWELLING UNITS / 1 CELL TOWER)
DENSITY:2.48 DU/ AC
DIMENSION STANDARDS
PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS
59.1.1-2.1 BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL
DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE
ADJOINING PROPERTY LINE. (6/16/86)
59.1.1-2.2 IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BE LOCATED
CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILY DWELLING;
AND IN NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT BE LOCATED CLOSER THAN
TWENTY (20) FEET TO ANY PART OF ANOTHER DWELLING UNIT. (6/1/92)
OPEN SPACE CALCULATIONS
REQUIRED (0.03 X 171 LOTS):5.13 AC
2.565 AC ACTIVE OPEN SPACE
2.565 AC PASSIVE OPEN SPACE
PROVIDED:+ 18.17 AC
+ 3.63 AC ACTIVE OPEN SPACE
+ 14.54 AC PASSIVE OPEN SPACE
ASSOCIATION MAINTENANCE
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION
LAND DISTURBANCE NOTE:
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT.
SURVEY NOTE:
TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY
PARAMOUNTE ENGINEERING, INC. AND SEALED BY
CHRISTOPHER J. GAGNE, PLS, ON APRIL 25, 2017.
FEMA NOTE:
MOST LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BY
FEMA FLOOD PANEL 3720313300J WITH AN EFFECTIVE DATE
OF APRIL 3, 2006. PORTIONS OF LOTS LIE WITHIN FLOOD
ZONE 'AE' WITH A BASE ELEVATION OF 10'.
ROADS
1.ALL STREETS SHALL BE PRIVATE AND CONSTRUCTED TO NCDOT STANDARDS
AND INSPECTED AND CERTIFIED BY ENGINEER TO VERIFY THEY WERE BUILT TO
NCDOT STANDARDS.
2.ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADA
REQUIREMENTS.
3.STREET NAMES TO BE VERIFIED BY E-911 PRIOR TO RECORDATION OF SINGLE
FAMILY LOTS.
4.CONNECTIVITY RATIO REQUIRED:1.40
PROVIDED:1.60
UTILITIES
1.ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND
LOCAL STORMWATER STANDARDS.
3.VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.
4.STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE.
TRAFFIC
1.THERE IS TIA APPROVAL FROM WMPO, NCDOT AND NEW HANOVER COUNTY,
DATED FEBRUARY 7, 2018
LANDSCAPE
1.ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND A
LANDSCAPE PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTS
AS NECESSARY.
2.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE;
REMOVAL OF EXISTING VEGETATION SHALL PERTAIN TO NECESSARY AND ESSENTIAL
SITE IMPROVEMENTS CONCERNING DEVELOPMENT.
3.EXISTING TREES GREATER THAN 8" DBH SHALL NOT BE REMOVED FROM A TWENTY
FOOT BUFFER STRIP ALONG THE PERIMETER.
4.THIS PROJECT IS SURROUNDED BY RESIDENTIALLY ZONED PROPERTY AND DOES NOT
REQUIRE ADDITIONAL BUFFERING.
TREE PRESERVATION
1.ANY SIGNIFICANT TREES REQUIRING REMOVAL WILL BE MITIGATED / PAID FOR IN-LIEU
IN ACCORDANCE WITH SECTIONS 62.1-3 AND 67
WETLAND DELINEATION NOTES
1.THERE IS A SIGNED JURISDICTIONAL DETERMINATION (JD) FOR THIS PROPERTY,
DATED SEPTEMBER 1, 2017
MULTI-USE PATH
1.AN EASEMENT OF 20' (MULTI-USE PATH) IN CONJUNCTION WITH THE ADOPTED
GREENWAY PLAN WILL BE RESERVED ALONG THE PROJECT'S ROAD FRONTAGE OF
MYRTLE GROVE ROAD
= PROPERTY LINE
= WETLANDS
= ACTIVE OPEN SPACE
= PASSIVE OPEN SPACE
= SETBACK
= PROPOSED UTILITY EASEMENT
= CURVE RADIUS
= WATERLINE
= SEWER LINE
= FIRE HYDRANT
LEGEND
R
W
SS
PRIVATE ROADS CERTIFICATION
I (WE) THE DEVELOPERS OF CLEARWATER PRESERVE SUBDIVISION
LOCATED IN THE UNINCORPORATED AREA OF NEW HANOVER COUNTY
UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION ARE DESIGNATED
PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE
ROADS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH
TIME THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE
PROPERTY OWNERS' ASSOCIATION. RESPONSIBILITIES MUST BE
ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN THE
HOMEOWNER COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS
IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE
AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES THE DESIGN,
INSTALLATION, INSPECTION, AND APPROVAL BY A LICENSED ENGINEER
(PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL
OR A PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE
SUBDIVISION IS BONDED THROUGH A SURETY, PERFORMANCE BOND,
OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL ROAD
CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY
THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR
LOTS WITHIN A SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN
THROUGH THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY
AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME THAT
THE ROADS ARE RE-PLATTED AS PUBLICLY DESIGNATED ROADS AND
TAKEN OVER FOR MAINTENANCE THROUGH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) OR APPROPRIATE
GOVERNING AUTHORITY.
RALEIGH-WILMINGTON
INVESTORS_______________________________________
DATE __________________
26'
1/2" PER FT1/4" PER FT SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
6'
SIDEWALK
11'5'1'
1'1'
70'
10
'
NOT TO SCALE
WET
WET
ACTIVE OPEN SPACE/
AMENITY SITE
2.27 AC
PASSIVE OPEN
SPACE
6.65 AC
PASSIVE OPEN
SPACE
1.92 AC
PASSIVE OPEN
SPACE
0.46 AC
PASSIVE OPEN SPACE
0.14 AC
PASSIVE OPEN SPACE
0.11 AC
PASSIVE OPEN SPACE
0.35 AC
NEW PAVEMENT TO TIE INTO
EXISTING PAVEMENT, TYP.
NEW PAVEMENT TO TIE INTO
EXISTING PAVEMENT, TYP.
PROPOSED
STORMWATER POND
3.40 AC
PROPOSED
STORMWATER POND
1.89 AC
40' REALIGNED ACCESS
EASEMENT TO EXISTING
CELL TOWER SITE; TO
INCLUDE GRAVEL PATH
EXISTING WETLANDS, TYP.
+ 0.37 AC.
FLOODPLAIN AE 10, TYP.
PASSIVE OPEN SPACE
0.14 AC
PROPOSED FIRE
HYDRANT LOCATION,
TYP.
PROPOSED 8"
WATER MAIN, TYP.
10' X 70' SIGHT
TRIANGLE, TYP.
24'
1/2" PER FT1/4" PER FT SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
SIDEWALK
12'7'1'
1'1'
PROPOSED SEWER
MAIN, TYP.
30' SEWER EASEMENT,
TYP.
10' GENERAL UTILITY
EASEMENT, TYP.
SIDEWALK
5'
SIDEWALK
ACCESS EASEMENT TO DEER
CROSSING NEIGHBORHOOD
WITH 8' PEDESTRIAN TRAIL
NEW PAVEMENT TO
EXTEND TO EXISTING
EDGE OF PAVEMENT
SIDEWALK TO BE
REINFORCED WITHIN
EASEMENT AREA
PASSIVE OPEN
SPACE
1.65 AC
PROPOSED
STORMWATER POND
0.80 AC
PROPOSED 5' WIDE
SIDEWALK, TYP.
LT CONGLETON ROAD TO BE
MAINTAINED AS A PRIVATE
R.O.W. FOR PUBLIC USE
PASSIVE OPEN
SPACE
3.00 AC
ACTIVE OPEN
SPACE
1.36 AC
PASSIVE OPEN SPACE
0.12 AC
CELL TOWER
SITE
SIDEWALKS ON BOTH
SIDES OF ROAD
ENDS AND SINGLE
SIDED SIDEWALK TO
MYRTLE GROVE
ROAD BEGINS
O
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OHP
O
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33
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32
32
27
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27
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24
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31
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2" w
2"
w
8"
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8" ss
A
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24
'
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8
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S
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15' UTILITY
EASEMENT, TYP.
15
'
D
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AI
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63
'
S
T
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T
R
O
W
4'-0" SIDEWALK,
TYP.
5'-0" LANDSCAPE
PLAZA, TYP.1'-0"
CURB,
TYP.
15'-0" DRIVE AISLE, TYP.1'-0"
CURB, TYP.
4'-0" SIDEWALK,
TYP.
5'-0" LANDSCAPE
PLAZA, TYP.1'-0"
CURB,
TYP.
15'-0" DRIVE AISLE, TYP.1'-0"
CURB, TYP.
11'-0" STORMWATER
MANAGEMENT AREA
C
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ROAD A
45' RIGHT-OF-W
A
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1 2 3
4
5
678 9 10 11 12 13 14 15
16
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18
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2122
23
242526
27
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3637
EXISTING C
H
U
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C
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P
A
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K
I
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L
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25' SETBACK
EXISTING LIVE OAKS AND
OTHER TREES IN OPEN SPACE
TO REMAIN, TYPICAL
ADDRESS:6724 INDEPENDENCE BLVD.
PARCEL ID: R08200-001-032-000
TOTAL PROJECT AREA5.784 ACRES
EXISTING ZONINGR-15
PROPOSED USEHIGH DENSITY DEVELOPMENT IN R-15
RESIDENTIAL UNITS PROPOSED37 SINGLE FAMILY UNITS; 3-4 BEDS/UNIT
BULK REQUIREMENTS REQUIRED PROVIDED
MIN. PERIMETER SETBACK 25'25'
MIN. OPEN SPACE/IMPROVED REC LAND35%39%
35% (5.784)2 ACRES2.20 ACRES
MIN. DISTANCE BETWEEN BUILDINGS10'10'
MAX. DENSITY10.2 DU/A5.6 DU/A
10.2(5.784)58 UNITS 37 UNITS
MAX BUILDING HEIGHT40'40'
MAX IMPERVIOUS SURFACE RATIO40%40%
PEDESTRIAN TRAIL
STORMWATER MANAGEMENT AREA
1314
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of sheets
Job Number:
Phase:
Date:
Checked by:
Drawn by:
Designed by:
Sheet Title:
Sheet Number:
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460-52
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NOT TO SCALE
VICINITY MAP
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ROMAN CATHOLIC DIOCESE RALEIGH
LAND USE: RELIGIOUS ACTIVITIES
ZONING: R-15
R08200-001-033-000
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STORMWATER MANAGEMENT
DA #1
7 LOTS @ 2,000 SF EACH14,000 SF
STREETS6,000 SF
SIDEWALK 2,000 SF
VOLUME NEEDED22,000 SF
AREA +/-5,500 SF @ +/- 2' DEPTH
DA #2
30 LOTS @ 2,000 SF EACH60,000 SF
SIDEWALK 4,400 SF
VOLUME NEEDED64,400 SF
AREA +/-
SECTION A - ROADWAY CROSS SECTION AND DRAINAGE DESIGN
SCALE : 3" = 1'-0"
SITE PLAN
MLD
MAS
JWM
L1.0
SYMBOL LEGEND
EXISTING TREES
PROPOSED PEDESTRIAN
PATH
OPEN SPACE AREA
MAINTAINED BY HOMEOWNERS
ASSOCIATION
STREET LIGHT, TYP
EXISTING STORM DRAIN
EXISTING SHED TO REMAIN
AND BE RENOVATED INTO
COMMUNITY POTTING SHED
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
25' SETBACK
2
5
'
S
E
T
B
A
C
K
2
5
'
S
E
T
B
A
C
K
NEVER ENOUGH INC.
LAND USE: RETAIL
ZONING: I-2
R08200-001-031-000
4' CONCRETE
SIDEWALK, TYP.
25 EXISTING CONTOURS
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED DRAINAGE LINE
EXISTING SINGLE FAMILY
RESIDENCE TO BE REMOVED
1.PLAN BASED ON SURVEY PROVIDED BY DEREK DANFORD, DATED FEB. 27, 2018
2.ALL INFORMATION FOR ADJACENT PROPERTIES PROVIDED BY NEW HANOVER COUNTY GIS DATA.
3.PROVIDED LOCATIONS ARE CONCEPTUAL. EXISTING WATER AND SEWER LINES ARE OWNED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY.
4.ALL PROTECTED TREES WILL BE PRESERVED OR MITIGATED.
5.SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.
6.ALL UTILITIES SHALL BE UNDERGROUND.
7.ALL SIGNS WILL BE LOCATED AND APPROVED BY NEW HANOVER COUNTY.
8.TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
9.CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
10.NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND
APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND
CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS.
11.WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
12.PROPOSED WATER SERVICE WILL REQUIRE A STATE WATER PERMIT.
13.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE
PLANS
14.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
15.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION
REQUIREMENTS AND METHODS.
16.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND
PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL
OCCUR IN THOSE AREAS.
17.ANY GROUND LEVEL MECHANICAL EQUIPMENT SHALL BE SCREENED AS NECESSARY.
18.THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH PROVISIONS OF THE NEW HANOVER COUNTY
LAND DEVELOPMENT CODE.
GENERAL NOTES
PROPOSED SEWER LINE, TYP.
PROPOSED WATER LINE, TYP.
FIRE HYDRANT, TYP
MANHOLE
EXISTING LIGHTS TO BE
REMOVED, TYP.
EXISTING GAS
EXISTING WATER
BOUNDARY LINE
EXISTING SHED TO BE
REMOVED
GAS
WATER