2017-06 JUNE 2017 TRC REPORT FOR PBPage 1 of 3
TECHNICAL REVIEW COMMITTEE REPORT
JUNE, 2017
The New Hanover County Technical Review Committee (TRC) met twice during the month of June and
reviewed two (2) preliminary site plans and two (2) private road gate requests.
1) Canby Oaks (Performance Plan)
Canby Oaks is located in the south central portion of New Hanover County (1000 block Grissom
Road) and is classified as General Residential on the County’s adopted 2016 Future Land Use
Classification Plan. Access to the project is from Grissom Road (State maintained). The developer
for the project requested preliminary site plan approval for 17 residential lots.
Canby Oaks Site Plan Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Lots: 17
Acreage: 7.07
TIA Required: No
Road Designation: Private
Conservation Resources: None
School Districts: Codington, Bellamy & CRECC Elementary
Myrtle Grove Middle
Ashley High
(all schools are over-capacity)
In a vote of 5-0, the TRC approved Canby Oaks for 17 lots with the following conditions:
1) No gates, traffic calming devices or on-street parking unless reviewed by TRC.
2) Creation of a road stub (southern portion project) to enhance road inter-connectivity.
3) Creation of a fire hydrant near the entrance to the project.
4) NCDOT Driveway permit prior to final plat approval.
2) Landing at Lewis Creek Estates (High Density Plan)
Landing at Lewis Creek Estates is located near the central portion of New Hanover County (4600
block Gordon Road) and is classified as Urban Mixed Use on the County’s adopted 2016 Future
Land Classification Plan. Access to the project is from Gordon Road (State maintained).
Landing at Lewis Creek Estates Site Plan Data
Zoning District: B-2 Highway Business
O&I Office & Institution
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Lots/Units: 428 (236 single-family, 192 apartments)
Acreage: 85.19
TIA Required: Yes
Road Designation: Private
Page 2 of 3
Conservation Resources: Yes (WSF- Swamp Forest)
In a vote of 5-0, the TRC approved Landing at Lewis Creek Estates for all 428 units pending a zoning
map amendment to justify the density. Conditions attached to the plan included:
1. No gates, traffic calming devices, or on-street parking unless reviewed by TRC.
2. Updated site plan addressing all applicable TRC comments.
Potential Conditions (May be recommended during zoning map amendment process)
1) The proposed private road right-of-ways be open for public use
2) Landscaping and/or buffering be established around the multi-family units to provide
screening from the single family lots
3) A 20’ access easement be dedicated to the County along Smith Creek to allow future
construction of a multi-use path in accordance with the adopted Greenway Plan
4) Five (5) feet of right-of-way be dedicated to NCDOT along Gordon Road for purpose of
allowing future roadway improvements. These improvements are separate from the
TIA recommendations and NCDOT Driveway Permit.
3) Point South Apartments @ Beau Rivage (Gate Proposal)
Point South Apartments is located in the central portion of New Hanover County within the Beau
Rivage Community off Sanders Road. The project was originally known as Willow Glen Apartments
approved by TRC in March, 2006 for approximately 312 units. The entire road network within
Beau Rivage is “private” with several entry and exit points from Carolina Beach Road, Sanders
Road, and River Road. Primary access for the apartment campus is thru Sanders Road.
On behalf of Point South Apartments, the petitioner requested an exit and entry gate
approximately 385’ from the intersection of Willows Glen Drive and Riverwoods Drive (see site
map). According to the petitioner, the purpose of the gate proposal was due to increase in crime
and conduction of illegal activities near the area.
In a vote of 3-2, the TRC approved the entry and exit gate system based on the existing private
nature of Beau Rivage and the existence of other gates nearby within the community. The system
will be required to meet County Fire Service specifications.
4) Whiskey-Navajo (Re-Designation of Public to Private Roads with Gates)
Whiskey-Navajo is located near the central portion of New Hanover County between South
College Road (east side) and Navaho Trail. The 170-unit project was preliminarily approved by TRC
in October, 2016 with public streets. Road inter-connectivity was met with connections to
Mohican Trail (public) and Navaho Trail (public). A future connection to South College was
envisioned along with road connections to Fox Run Farms subdivision to the north. According to
the petitioner, the basis for the re-designation was to incorporate a better streetscape design
with a narrow road and to save time and financial issues meeting NCDOT technical specifications.
Since preliminary site plan approval of the Whiskey-Navajo project, the developer requested that
the public road network be re-designated to private along with the installation of gates at the
western end of the project, southern connection at Mohican Trail, and eastern connection at
Navaho Trail (see site map).
Page 3 of 3
In two (2) separate votes, the TRC approved the road re-designation from “public” to “private” 4-
1 based on the interpretation of the County’s Subdivision Ordinance regarding public streets and
the definition of a collector road. In a vote of 3-2, the TRC denied the installation of gates in
accordance with Section 41-1 (7)(f) of the County’s Subdivision Ordinance – the installation of
gates would not have provided or promoted an inter-connected street system for the orderly and
safe development of the residential project and nearby neighborhoods or enhance access by
ensuring continued and connected transportation routes.
The developer plans to appeal TRC’s decision on the gate proposal.
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03160600.00
05/02/2017
AEW
JSB
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
TYPICAL STREET SECTION
GENERAL NOTES:
OWNER:ATLANTIC LAND PARTNERS
ADDRESS:2030 EASTWOOD ROAD, SUITE 5
WILMINGTON, NC 28403
PHONE:(910) 679-8638
ATTN:JORDY RAWL
NEW HANOVER COUNTY PARCEL NOS.:
R07612-001-002-000
R07612-001-002-001
ALT ID NOS.:
313416.92.2632.000
313416.92.5750.000
TOTAL TRACT AREA: 7.07 AC.±
ZONING DISTRICT: R-15
LAND CLASSIFICATION: GENERAL RESIDENTIAL
DEVELOPMENT DATA:
AREA OF LOTS - 4.78 AC.±
AREA OF R/W - 0.78 AC.±
REC. AREA ACTIVE/PASSIVE - 0.60 AC.±
POND AREA - 0.91 AC
TOTAL TRACT AREA - 7.07 AC.
PERMITTED DENSITY -
7.07 AC. @ 2.5 UNITS/AC. (R-15 - PERFORMANCE RESIDENTIAL)
TOTAL UNITS PERMITTED - 17
TOTAL LOTS PROPOSED - 17
OVERALL DENSITY - 2.41 UNITS/AC.
AVERAGE LOT SIZE - 12,146 S.F.
TOTAL LINEAR FEET IN ROADS - 871 L.F.
TOTAL ROAD SURFACES - 20,904 S.F.
RECREATION SPACE - 17 LOTS @ .03 AC./UNIT = 0.51 AC. REQUIRED
ACTIVE RECREATION AREA - 26,005 S.F. = 0.60 AC.±
PASSIVE RECREATION AREA - 39,861 S.F. = 0.91 AC.±
TOTAL RECREATION AREA - 1.51 AC.
BUILDING SETBACKS:
FRONT - 25 FT
SIDES - 10 FT
REAR - 20 FT
APPROXIMATE # OF ROOMS/LOT = 3
SITE DEVELOPMENT DATA
VICINITY MAP
N
E
S
W
SiteSite
Masonboro
New Hanover County
NOT TO SCALE
COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2.ALL WORK IS TO BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY, NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA.
3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT
OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,
AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE NEW HANOVER COUNTY INSPECTOR AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE
MEETING. AT A MINIMUM; THE CONTRACTOR, COUNTY INSPECTOR, AND ENGINEER SHALL ATTEND THIS MEETING.
6.CONTRACTOR TO COORDINATE WITH TRAFFIC ENGINEERING FOR THE REMOVAL AND STORAGE OF ANY TRAFFIC EQUIPMENT OR SIGNS DURING DEMOLITION, CONSTRUCTION, AND OPENING
OF THIS DEVELOPMENT.
7.CONTRACTOR TO COORDINATE WITH THE NEW HANOVER COUNTY ABOUT ANY EQUIPMENT REMOVED, RELOCATED, OR DEMOLISHED DURING THE DEMOLITION, CONSTRUCTION AND
OPENING OF THIS DEVELOPMENT.
8.CONTRACTOR TO COORDINATE DIRECTLY WITH ENGINEERING TO DETERMINE IF ANY DRIVEWAY PERMITS/REVISIONS/REVIEW PROCESSES ARE REQUIRED.
9.CONTRACTOR TO COORDINATE WITH TRAFFIC ENGINEERING AT TRAFFIC PLAN FOR THE CLOSURE OF STREETS, SIDEWALKS, OR DRIVEWAYS AND IMPLEMENTATIONS OF THE VEHICLE AND
PEDESTRIAN TRAFFIC PLAN TO BE USED FOR THE DURATION OF THIS PROJECT. THE PLAN MUST INCLUDE LOCATIONS OF SIDEWALKS AND CROSSWALKS THAT WILL BE CLOSED, AS WELL
AS, LOCATION OF CONSTRUCTION FENCING, AND PROTECTION AREAS.
10.A TEMPORARY DETOUR AND CLOSURE PLAN WILL NEED TO BE FILED WITH NHC 911 FOR THE CLOSURE OF ANY PUBLIC STREETS.
GENERAL NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINANCE AND SUBDIVISION REGULATIONS
2.THE BOUNDARY, TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY ATLANTIC COAST SURVEY. THE VERTICAL DATUM FOR THE GROUND SURVEY FOR
THIS PROJECT IS NAVD 88. CONTRACTOR TO VERIFY ALL ELEVATIONS IN THE FIELD.
3.THE TREE SURVEY HAS BEEN PROVIDED BY ATLANTIC COAST SURVEY, LLC.
4.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS
NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND
DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS
TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
5.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE
MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC.
6.CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS
THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
7.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE PROPERLY DISPOSED OF OFF-SITE.
8.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
9.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
10.IF THESE UNITS ARE SOLD AT ANY POINT, THE BUYER MUST RECEIVE A SUBDIVISION STREET DISCLOSURE STATEMENT. PLEASE NOTE THIS ON THE SITE PLAN AND
ADVISE THE PROPERTY OWNER OF THIS REQUIREMENT.
11.THIS PROPERTY IS NOT WITHIN ANY FLOOD HAZARD AREA AS EVIDENCED ON N.C. FLOOD MAP 3701683134J.
12.THERE IS NO EVIDENCE OF JURISDICTIONAL WETLANDS ON SITE.
13.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
14.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
15.THERE WILL BE APPROXIMATELY 3 BEDROOMS PER LOT.
16.WITHERSRAVENEL WILL SUBMIT A LIGHTING PLAN CONFORMING TO ALL NEW HANOVER COUNTY REQUIREMENTS AT A LATER DATE.
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC SYSTEMS. WATER SERVICE AND SANITARY SEWER SERVICE
WILL BE PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
2.ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS, AND TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4.PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL
ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL". CALL 332-6560 FOR INFORMATION.
5.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY C.F.P.U.A. WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE
COUNTY AND APPROVED BY USCFCCCHR OR ASSE. CALL 332-6560 FOR INFORMATION.
6.WATER AND SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY THE PUBLIC WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY SECTION OF N.C.D.E.N.R.
7.IF CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
8.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED AND STRAPPED TO THE PIPES
WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
9.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
10.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO
FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
11.THE PROCESS FOR TELEPHONE CABLE PLACEMENT:
11.1.FINAL GRADE WILL NEED TO BE ESTABLISHED.
11.2.POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP.
11.3.BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
12.SOLID WASTE DISPOSAL TO BE SERVED BY PRIVATELY CONTRACTED DUMPSTER PICKUP.
PROPERTY BOUNDARY CURVE TABLE
STORMWATER MANAGEMENT NOTES:
1.STORMWATER MANAGEMENT WILL MEET COUNTY AND STATE REQUIREMENTS.
2.SITE DRAINAGE FLOWS TO INTRACOASTAL WATERWAY WITHIN THE WHITE OAK RIVER BASIN CLASS SA WATERS.
PRIVATE ROADS CERTIFICATION:
I (WE) HEREBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT _____________________ HAVE
BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW
HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES OR ASSURANCES
OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CERTIFIED PROFESSIONAL ENGINEER ___________________________DATE ____________________________
SEAL ___________________________
VICINITY MAP
INDEX OF SHEETS
PRELIMINARY PLAN
THE LANDING AT LEWIS PLANTATION
PREPARED BY:
DEVELOPER/OWNER
WILMINGTON, NORTH CAROLINA
MAY 2017
LEGEND
FOR
SITE DATA TABLE
McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
PHONE: (910) 799-3006
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006WilmingtonNew Hanover County North Carolina
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
C-3.1
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006WilmingtonNew Hanover County North Carolina
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
C-3.2
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006WilmingtonNew Hanover County North Carolina
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
C-3.3
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006WilmingtonNew Hanover County North Carolina
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
C-3.4
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006WilmingtonNew Hanover County North Carolina
C-3.5
GRAPHIC SCALE
1 inch = 50 ft.
50 02550 100
TO POINT SOUTH PROPERTIES, LLC, WELLS FARGO BANK, NATIONAL ASSOCIATION, IT'S SUCCESSORS AND/OR
ASSIGNS, AS THEIR INTEREST MAY APPEAR, AND FIRST AMERICAN TITLE INSURANCE COMPANY:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum
Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and
includes Items "None Specified" of table A thereof. The field work was completed on September 13, 2013.
Date of Plat or Map: September 13, 2013
Arnold W. Carson, PLS
Registration No. L-3267
1. Taxes for the year 2014, and subsequent years, not yet due and payable. (Not matters of survey)
2. Rights or claims of parties in possession under unrecorded lease(s). (Not matters of survey)
3. Subject to matters shown on recorded Map Book 50 at Page 185 shows the following located on the Land:
(a) 30' drainage easement (Adjacent property as shown)
(b) conservation easement (Adjacent property as shown)
(c) 25' conservation setback (Adjacent property as shown)
(d) 30' utility easement (Adjacent property as shown)
(e) 10' utility easement (Adjacent property as shown)
(f) 30' public drainage easement (Adjacent property as shown)
(g) conservation easement and pedestrian access (Adjacent property as shown)
(h) 30' utility and emergency access easement (Serves subject as shown hereon)
(i) existing 10' golf cart easement (MB. 38 PG. 57) (Adjacent property and crosses site as shown hereon)
(j) 40' public drainage easement (Adjacent property not observed)
4. Deed of Easement from Rivage Properties, LLC and Point South Properties, LLC recorded in Book 4932 at Page 693.
(Access on any street in Willow Glen Estates, Section One @ Beau Rivage recorded in Map Book 48, Page 287-Plotted as shown)
5. Utility Main Easement from Point South Properties, LLC to Aqua North Carolina, Inc. recorded in Book 5134 at page 159.
(Blanket Easement for Water Service)
6. Deed of Easement/Memorandum of Agreement from Point South Properties, LLC to Time Warner Entertainment-Advance/Newhouse
Partnership recorded in Book 5231 at Page 1910. (Blanket Easement for cable installation and maintenance)(Not-Plottable)
7. Utility Easement described in Deed of Easement between Godwin Land Company and New Hanover County Board of Education recorded in
Book 1211 at Page 1623, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13.(Plottable-As shown hereon)
8. Access and Easement described in Deed of Easement from Point South Properties, LLC to Sanders Road Developers, LLC recorded in Book
4969 at Page 1707. (As shown hereon)
9. Deed of Easement from Point South Properties, LLC to Sanders Road Developers, LLC recorded in Book 4969 at Page 1707, as shown on survey
by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon, see exception #8)
10. Access Easement from Beau Rivage Holding Co., LLC to Point South Properties, LLC recorded in Book 5207 at Page 944, as shown on survey
by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon)
11. Access Easement from Sanders Road Developers, LLC to Point South Properties, LLC recorded in Book 5207 at Page 950, as shown on survey
by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon)
12. Rights of others for ingress and egress purposes in and to the use of 10' cart path easement located on the Land [Optional: and as shown on plat
of survey by Arnold W. Carson, PLS, dated 08/28/13. (Not matters of survey)
13. Title to that portion of the Land within the right-of-way of Riverwoods Drive, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13.
(Not matters of survey)
14. Plat of survey by Arnold W. Carson, PLS, dated 08/28/13, shows the following located on the Land:(All as shown hereon)
(a) drop inlet
(b) wetland
(c) sanitary sewer line
(d) storm drain manhole
(e) 20' building setback line
(f) drainage easement M.B. 47, PG. 161
(g) 20' utility easement Map Book 51, Page 109
(h) utility easement M.B. 47, PG. 161
(i) 30' access and maintenance easement M.B. 47, PG. 161
15. Encroachment upon property adjoining on the south by the retaining wall tower appurtenant to insured premises, as shown on plat of survey by
Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon)
ProposedLocation
NewEntry/Exit
GateswithSOS
385'fromWillow
GlenDriveto
proposedlocation
onRiverwoods
Drive
Distancebetween
curbsis35'
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±2.17 AC AMENITY AREA WITH
POOL AND CLUBHOUSE WITH
MAILBOXES USED AS OPEN
SPACE
19 SINGLE FAMILY LOTS
PROJECT
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SITE DATA TABULATION
OWNER:DRY POND PARTNERS, LLC
PROJECT ADDRESS:PO BOX 3649
WILMINGTON, NC 28406
TAX PARCEL IDENTIFICATION #: R07100-004-004-000
TOTAL PARCEL AREA:133.45 AC
RECORDED DEED BOOK:DB 5373 PG 1557
CURRENT ZONING:R-15
PROPOSED ZONING:R-15 (PERFORMANCE RESIDENTIAL)
CAMA LAND USE CLASSIFICATION: AQUIFER RESOURCE PROTECTION AREA AND
WATERSHED RESOURCE PROTECTION
EXISTING LAND USE: UNUSED LAND
PROPOSED LAND USE: RESIDENTIAL
COMPREHENSIVE PLAN LAND USE:UNDEVELOPED
DIMENSION STANDARDS
NEW HANOVER COUNTY ZONING ORDINANCE
59.1.1-2.1BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT
SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING
PROPERTY LINE. (6/16/86)
59.1.1-2.2IN 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
REQUIRED PROVIDED
156 LOTS x 0.03 AC/UNIT 4.68 AC 5.89 AC
ACTIVE OPEN SPACE 3.21 AC (54%)
PASSIVE OPEN SPACE 2.68+ AC
5.89 AC
BUFFERYARD
BUFFER AGAINST RESIDENTIAL PROPERTIES IS EQUAL TO 50% OF REQUIRED SETBACK PER
UDO SECTION 62.1-4
FLOOD NOTE
THIS TRACT IS LOCATED IN FLOOD ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER
3720312900J WITH A DATE OF APRIL 3, 2006. SEE MAP FOR PRELIMINARY FLOOD DATA
ASSOCIATION MAINTENANCE
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY
THE HOMEOWNER'S ASSOCIATION
TREE PRESERVATION
1.ALL TREES WILL BE PRESERVED OR REMOVED IN
ACCORDANCE WITH SECTIONS 62.1-3 AND 67
2.REFER TO SHEET C-2.1 FOR EXISTING TREE INFORMATION
DENSITY DATA
TOTAL OVERALL SITE ACREAGE:± 133.45 AC
TOTAL PARENT PARCEL TO REMAIN:± 62.10 AC
TOTAL PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE: ± 71.35 AC
DENSITY CALCULATIONS:
GROSS PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE:± 71.35 AC
LESS - APPROXIMATE WETLAND AREA:± 3.12 AC
LESS - APPROXIMATE STREAM AREA:± 0.28 AC
TOTAL AREA SUBTRACTED:± 3.40 AC
NET TRACT ACREAGE:± 67.95 AC
BUILDING UNITS (PERFORMANCE RESIDENTIAL ALLOWS 2.5 UNITS / ACRE)
ALLOWED UNITS:170 UNITS
(2.5 x 67.95)
PROPOSED UNITS: 156 UNITS
TOTAL RESIDENTIAL UNITS 156 UNITS
TOTAL TOWNHOMES:26 UNITS (PHASE 2A)
TOTAL DUPLEX:56 UNITS (PHASE 1, 2A, 3)
TOTAL SINGLE FAMILY LOTS:74 TOTAL LOTS
PROPOSED SINGLE FAMILY LOTS
RANGE IN SIZE FROM:60' x 120' (7,200 SF)
TO
80' x 170' (13,600 SF)
(54) SINGLE FAMILY LOTS
VEGETATED BUFFER
STORMWATER POND
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
JURISDICTIONAL
STREAM
RESIDENTIAL COLLECTOR
ROAD (60' ROW)
ROAD CONNECTION TO ADJACENT PARCEL
(26'W G-G, TAPERS TO 30'W AT CONNECTION)
(14) SINGLE FAMILY LOTS
VEGETATED BUFFER
VEG
E
T
A
T
E
D
B
U
F
F
E
R
20' BOUNDARY SETBACK,
TYP. TO BE KEPT AS HOA
MAINTAINED BUFFER
N O R T H
SIGNIFICANT TREE
(SEE TREE PLAN)
25' COD SETBACK
(SWAMP FOREST
WETLANDS)
PROJECT ROADS
ALL PROPOSED ROADS IN THIS DEVELOPMENT WILL BE BUILT TO NCDOT & NHC
STANDARDS. ALL ROADS WILL BE PRIVATE RIGHT OF WAY
ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT OF WAY
TOWNHOME SECTION WILL BE BUILT WITH PRIVATE DRIVEWAY WITH PARKING
IMPERVIOUS AREAS
RIGHT OF WAYS (INCLUDING AMENITY PARKING)7.53 AC
PARKING (TOWNHOMES)1.44 AC
TOTAL8.97 AC
STREET LIGHTS
NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE DESIGNED BY
DUKE ENERGY
BEDROOMS
- TOWNHOUSES WILL HAVE APPROXIMATELY 2-3 BEDROOMS PER UNIT
- SINGLE FAMILY HOMES WILL HAVE APPROXIMATELY 3-4 BEDROOMS
502 MOHICAN
TRAIL
418 MOHICAN
TRAIL
EXISTING 60' R.O.W.
JURISDICTIONAL DITCH
±0.50 AC PASSIVE
OPEN SPACE
06
/
1
4
/
1
7
1"
=
1
0
0
'
AE
JR
C
AE
20' BOUNDARY BUFFER OFFSET FROM
NAVAHO TRAIL GREENWAY EASEMENT
AMENITY WITH ARBOR,
WALKWAY AND
MULTI-PURPOSE AREA
PROPOSED PROPERTY LINE
BETWEEN COMMERCIAL AND
RESIDENTIAL TRACTS
WOODED AREAS TO BE
LEFT IN NATURAL STATE
(TO GREATEST EXTENT
POSSIBLE) WITH
SELECTIVE CLEARING OF
INVASIVE PLANT
MATERIAL
PARE
N
T
P
A
R
C
E
L
20' BOUNDARY SETBACK
PROPOSED PROJECT BOUNDARY
FUTURE PROPOSED ROADWAY
CONNECTION TO FOX RUN
EXISTING TREE, TYP.
REFER TO SHEET C-2.1 FOR
TREE EXHIBIT
10' x 70' DOT SIGHT
TRIANGLE, TYP.
MAIL KIOSK FOR
TOWNHOMES
28 DUPLEX UNITS WITH 20' MIN.
BETWEEN STRUCTURES
ADA CURB RAMPS AND
CROSSWALKS, TYP.
25' GUY WIRE AND
TRANSMISSION POLE
EASEMENT
±0.65 AC PASSIVE
OPEN SPACE
EASTERN
BOUNDARY
FOLLOWS
CENTER
OF STREAM
±0.62 AC ACTIVE
OPEN SPACE W/
ARBOR-BENCHES
POND VIEWS
±0.07 AC ACTIVE
OPEN SPACE W/
MAIL KIOSK
5' CONCRETE SIDEWALK, TYP.
±0.36 AC ACTIVE
OPEN SPACE
2%2%
TURNDOWN CURB
AT SIDEWALK
PER NCDOT STANDARD
STREET TREE IN PLAZA, TYP.STREET TREE IN PLAZA, TYP.
8'18'26'18'8'
SIDEWALK SIDEWALK90° PARKING STALL90° PARKING STALLMAIN DRIVE
30' G-G15'
5'9'1'1'
15'
5'9'1'1'
1/4" PER FT1/4" PER FT
1/2" PER FT1/2" PER FT
MODIFIED VALLEY CURB
PER NCDOT STANDARD SLOPES= 3:1
SLOPES= 3:1
60' RIGHT OF WAY
26' G-G12'
5'6'1'1'
12'
5'6'1'1'
1/4" PER FT1/4" PER FT
MODIFIED VALLEY CURB 6" STONE
UNDER CURBING
PER NCDOT STANDARD SLOPES= 3:1
SLOPES= 3:1
50' RIGHT OF WAY
1/4" PER FT1/4" PER FT
45' RIGHT OF WAY (DUPLEX RD)
80' RIGHT OF WAY (TOWNHOMES)
6" STONE
UNDER CURBING
±1.42 AC PASSIVE
OPEN SPACE
(26) TOWNHOME UNITS
W/ 20' MIN. BETWEEN
STRUCTURES
POSSIBLE STREET TREE SELECTIONS
ACER RUBRUM / RED MAPLE
QUERCUS L. `DARLINGTONIA` / DARLINGTON OAK
QUERCUS NUTTALLII / NUTTALL OAK
QUERCUS SHUMARDII / SHUMARD RED OAK
QUERCUS VIRGINIANA / SOUTHERN LIVE OAK
ULMUS P. `LACEBARK ELM` / CHINESE ELM TREE
STREET TREE OPTIONS
TREE REMOVAL & MITIGATION
TREE MITIGATION REQUIRED (SEE SHEET C-2.1)106 TREES
TREE MITIGATION PROVIDED VIA STREET TREES153 TREES
COMMON
AREA / OPEN
SPACE
DUMPSTER LOCATION
POTENTIAL GATED
ENTRY LOCATION
POTENTIAL GATED
ENTRY LOCATION
POTENTIAL GATED
ENTRY LOCATION