HomeMy WebLinkAboutCommunity Meeting Report
REPORT OF COMMUNITY MEETING REQUIRED BY
NEW HANOVER COUNTY ZONING ORIDINANCE
FOR CONDITIONAL DISTRICT REZONINGS
Project Name: Loblolly Landing
Proposed Zoning: R-20S to (CZD) R-20
The undersigned hereby certifies that written notice of a community meeting on the above
zoning application was given to the adjacent property owners set forth on the attached list by
first class mail, and provided to the Planning Department for notice of the Sunshine List on
May 9, 2018 . A copy of the written notice is also attached.
The meeting was held at the following time and place: Monday, May 21, 2018;
6:00 p.m.; Watkins Room, New Hanover County NE Library, 1241 Military Cutoff Road
The persons in attendance at the meeting were: Reference attached sign-in List
The following issues were discussed at the meeting: A presentation was given on the tract
status, the purpose of the conditional rezoning request and on the performance residential
development method. A question and answer period followed.
Primary concerns were over the size and quality of the proposed homes to be built on the
lots. Adjacent owners from both Register Place and Mason Landing suggested buffer
plantings to be installed on the common boundary lines. It was explained that this proposal
was not requesting any additional density and since the units would all be single-family
homes, that there was no requirement for buffering between same uses.
As a result of the meeting, the following changes were made to the rezoning petition:
The developer committed to preserving as much of the existing vegetation within the
building lots and along the rear property boundaries as possible, and to review the need for
visual buffering after construction.
Date: May 21, 2018
Applicant: Design Solutions
By: Cindee Wolf
cc: Brad Schuler – NHCo Associate Planner
OWNERMAILING ADDRESS CITY/STATE/ZIPSITUS ADDRESSAIKMAN MARK S MARY ELAINE1911 DEEP CREEK RUN WILMINGTON, NC 28411 1911 DEEP CREEK RUN WILMINGTONALBERTI CALEY EUGENE HEIRS 7326 MASON LANDING RD WILMINGTON, NC 28405 7326 MASON LANDING RD WILMINGTONALLISON WILLIAM T KAREN P 1970 DEEP CREEK RUN WILMINGTON, NC 28405 1970 DEEP CREEK RUN WILMINGTONBECKERICH GEORGE W JESSICA T 6117 WAYFARER TRL WILMINGTON, NC 28409 7300 EDITH CT WILMINGTONBRODEUR MICHAEL DENISE EVANS 7300 ARTIFACT CT WILMINGTON, NC 28411 7300 ARTIFACT CT WILMINGTONBROWN MABLE CATHERINE4806 FOREST DR LORIS, SC 29569 7307 MASON LANDING RD WILMINGTON
CANADAY CHESTER L REV TRUST 7605 MASON LANDING RD WILMINGTON, NC 28405 1617 MIDDLE SOUND LOOP RD WILMINGTON
CAROLINA WATER SERVICE INC 2335 SANDERS RD STE 101 NORTHBROOK, IL 60062 7420 MASON LANDING RD WILMINGTON
CASSELL THOMAS M7305 SHELL MIDDEN CT WILMINGTON, NC 28411 7305 SHELL MIDDEN CT WILMINGTON
CCH INVESTMENTS LLC 9100 SALEM CT WILMINGTON, NC 28411 7413 MASON LANDING RD WILMINGTON
COASTAL TRADITIONS INC 570 HILLSIDE CT BARRINGTON, IL 60010 1944 DEEP CREEK RUN WILMINGTON
DANIEL WESLEY P VICTORIA M1930 DEEP CREEK RUN WILMINGTON, NC 28411 1930 DEEP CREEK RUN WILMINGTON
DARBY SUSAN H7413 NAUTICA YACHT CLUB DR WILMINGTON, NC 28411 7413 NAUTICA YACHT CLUB DR WILMINGTON
DEGNAN MURRAY J GLORIA J6103 BLENHEIM PL WILMINGTON, NC 28409 1940 DEEP CREEK RUN WILMINGTON
DOWNING BRENT N ETAL 7300 SHELL MIDDEN CT WILMINGTON, NC 28411 7300 SHELL MIDDEN CT WILMINGTON
FRAKES ALAN JULIE7405 NAUTICA YACHT CLUB DR WILMINGTON, NC 28411 7405 NAUTICA YACHT CLUB DR WILMINGTON
GEROCK HENRY W III JESSICA M 7757 MARYMOUNT DR WILMINGTON, NC 28411 1811 REGISTER LN WILMINGTON
GREYHAWK VENTURES LLC 401 HIGH HOUSE RD STE 130 CARY, NC 275131926 DEEP CREEK RUN WILMINGTON
GUSLER ROSANN JEAN3963 MILL LANDING RD WANCHESE, NC 27981 7415 MASON LANDING RD WILMINGTON
HINDS DAVID H ANNE C 7308 DENLY CT WILMINGTON, NC 28411 7303 EDITH CT WILMINGTON
HORNE CHRISTOPHER R JESSICA PO BOX 3271 WILMINGTON, NC 28406 1720 REGISTER LN WILMINGTON
HUTCHINSON THOMAS D 1325 EASTBOURNE DR WILMINGTON, NC 28411 7222 GREGORY THORPE LN WILMINGTON
INMAN MADELINE7401 MASON LANDING RD WILMINGTON, NC 28405 7401 MASON LANDING RD WILMINGTON
IRWIN AMANDA 502 EMERSON PT WILMINGTON, NC 28411 7304 EDITH CT WILMINGTON
LANG GARY 1908 DEEP CREEK RUN WILMINGTON, NC 28411 1908 DEEP CREEK RUN WILMINGTON
LAPISKA PETER M ELIZABETH7402 NAUTICA YACHT CLUB DR WILMINGTON, NC 28411 7402 NAUTICA YACHT CLUB DR WILMINGTON
LAYTON PROPERTIES LLC 501 EMERSON PT WILMINGTON, NC 28411 7304 SHELL MIDDEN CT WILMINGTON
LITTLE DAVID JAMES JR CHRISTINA 1807 REGISTER LN WILMINGTON, NC 28411 1807 REGISTER LN WILMINGTON
MATHENY KENNETH L JR SARAH S 301 VALE DR WILMINGTON, NC 28411 1922 DEEP CREEK RUN WILMINGTON
MCCLASKEY ROBERT C ERIN S 1716 REGISTER LN WILMINGTON, NC 28411 1716 REGISTER LN WILMINGTON
MERRITT ERNEST D LISA E 7323 MASON LANDING RD WILMINGTON, NC 28411 7323 MASON LANDING RD WILMINGTON
MIDDLE SOUND ADVENT CHRISTIAN 7315 MASON LANDING RD WILMINGTON, NC 28405 1621 MIDDLE SOUND LOOP RD WILMINGTON
ONEAL VIRGINIA P 7301 EDITH CT WILMINGTON, NC 28411 7301 EDITH CT WILMINGTON
QUINN FINE HOMES LLC 263 COUNTRY CLUB DR NKENANSVILLE, NC 28349 2007 DEEP CREEK RUN WILMINGTON
RAHE DANIEL H MELISSA R 6541 CHALFONT CIR WILMINGTON, NC 28405 7302 EDITH CT WILMINGTON
RISLEY DELLAINE A REV TRUST 2010 DEEP CREEK RUN WILMINGTON, NC 28411 2002 DEEP CREEK RUN WILMINGTON
SAGE MICHAEL D JACKIE L 7420 NAUTICA YACHT CLUB DR WILMINGTON, NC 28411 7420 NAUTICA YACHT CLUB DR WILMINGTON
SAUNDERS LYNETTE A 7305 ARTIFACT CT WILMINGTON, NC 28411 7305 ARTIFACT CT WILMINGTON
SHAY ADAM H SARAH D1923 DEEP CREEK RUN WILMINGTON, NC 28411 1923 DEEP CREEK RUN WILMINGTON
SLACK JUSTIN A 1804 REGISTER LN WILMINGTON, NC 28411 1804 REGISTER LN WILMINGTON
STANIER ROBERT D1914 DEEP CREEK RUN WILMINGTON, NC 28411 1914 DEEP CREEK RUN WILMINGTON
STEPHENSON WILLIAM MAI LE 588 DOGEYE RD BENSON, NC 27504 1927 DEEP CREEK RUN WILMINGTON
TCRK PROPERTIES LLC 526 WORKS FARM RD WARSAW, NC 28398 1918 DEEP CREEK RUN WILMINGTON
THADEN MALCOLM JR LORRAINE7301 SHELL MIDDEN CT WILMINGTON, NC 28411 7301 SHELL MIDDEN CT WILMINGTON
TRACY LAWRENCE R JULIE T 7305 EDITH CT WILMINGTON, NC 28405 7305 EDITH CT WILMINGTON
VILLARI ROCCO CHRISTINE7303 ARTIFACT CT WILMINGTON, NC 28411 7303 ARTIFACT CT WILMINGTON
WARD JEFFREY T MARTHA S 1812 REGISTER LN WILMINGTON, NC 28411 1812 REGISTER LN WILMINGTON
WINDS HARBOR @ MIDDLE SD HOA PO BOX 12051 WILMINGTON, NC 28405 7226 GREGORY THORPE LN WILMINGTON
ZAYTOUN KELLY J BRENDA C 109 BALLAST POINT DR MANTEO, NC 27954 7426 NAUTICA YACHT CLUB DR WILMINGTON
P.O. Box 7221, Wilmington, NC 28406 * Telephone: 910-620-2374 * Email: cwolf@lobodemar.biz
Transmittal
May 10, 2018
To: Adjacent Property Owners
From: Cindee Wolf
Re: Loblolly Landing
The owner of the tract at 7312 Mason Landing Road has submitted a subdivision proposal
for an eight (8)-lot residential community. An exhibit is attached. The parcel is within 500
feet of your property.
We wanted to provide neighbors and any other interested parties an opportunity for
explanation of the proposal and for questions to be answered concerning project
improvements, benefits and impacts.
A meeting will be held on Monday, May 21st, in the Watkins Room of the New Hanover
County NE Library (access through the main library), 1241 Military Cutoff Road, 6:00 p.m. If
you cannot attend, you are also welcome to contact me at telephone # 620-2374, or email
cwolf@lobodemar.biz with comments and/or questions.
We appreciate your interest in the project and look forward to being a good neighbor and
an asset to the community.
P.O. Box 7221, Wilmington, NC 28406 * Telephone: 910-620-2374 * Email: cwolf@lobodemar.biz
Transmittal
May 11, 2018
To: Adjacent Property Owners
From: Cindee Wolf
Re: Loblolly Landing
The tract at 7312 Mason Landing Road is zoned R-20S, a district in which
“performance” development is not an option. A request for a Conditional
District rezoning - but only from R-20S to R-20 (CZD) has been submitted
for County approval. This tract is within 500 feet of your property.
A Conditional District allows particular uses to be established only in
accordance with specific standards and conditions pertaining to each
individual development project. Essentially, this means that only that use
and layout presented with an approved proposal can be developed.
With some creative design, this R-20S tract could be subdivided into up to
eight conventional 20,000 s.f. lots. However, an R-20 district would permit
the performance criteria to yield the same eight lots in exchange for building
the street, preserving the wetlands, and dedicating more open space.
Approval as a Conditional Zoning District guarantees that the housing will be
single-family lots in the configuration shown on the plan.
We want to provide neighbors and any other interested parties an
opportunity for explanation of the proposal and for questions to be answered
concerning project improvements, benefits and impacts.
A meeting will be held on Monday, May 21st, in the Watkins Room of the
New Hanover County NE Library (access through the main library), 1241
Military Cutoff Road, 6:00 p.m. If you cannot attend, you are also welcome
to contact me at telephone # 620-2374, or email cwolf@lobodemar.biz with
comments and/or questions.
We appreciate your interest in the project and look forward to being a good
neighbor and an asset to the community.
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1 of 2
03170198.01
3-6-18
W&R
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
GENERAL NOTES:
OWNER:JOHN C DIEFFENBAUCH & MICHAEL D HRITZ
ADDRESS:530 CAUSEWAY DRIVE, SUITE D1
WRIGHTSVILLE BEACH, NC 28480
PHONE:(910) 239-9277
ATTN:CHRIS DIEFFENBAUCH
NEW HANOVER COUNTY PARCEL NO.:
R04500-004-007-001
ALT ID NOS.:
316808.99.5990.000
TOTAL TRACT AREA: 4.20 AC.±
ZONING DISTRICT: R-20S
LAND CLASSIFICATION: GENERAL RESIDENTIAL
DEVELOPMENT DATA:
AREA OF LOTS - 2.23 AC.±
AREA OF R/W - 0.74 AC.±
REC. AREA ACTIVE/PASSIVE - 1.23 AC.±
WETLAND AREA - 0.30 AC
TOTAL TRACT AREA - 4.20 AC.
PERMITTED DENSITY -
4.20 AC. @ 1.9 UNITS/AC. (R-20 - PERFORMANCE RESIDENTIAL)
TOTAL UNITS PERMITTED - 8
TOTAL LOTS PROPOSED - 8
OVERALL DENSITY - 1.91 UNITS/AC.
AVERAGE LOT SIZE - 12,174 S.F.
TOTAL LINEAR FEET IN ROADS - 685 L.F.
TOTAL ROAD SURFACES - 18,880 S.F.
RECREATION SPACE - 8 LOTS @ .03 AC./UNIT = 0.24 AC. REQUIRED
ACTIVE RECREATION AREA - 16,076 S.F. = 0.37 AC.±
PASSIVE RECREATION AREA - 37,210 S.F. = 0.85 AC.±
TOTAL RECREATION AREA - 1.22 AC.
BUILDING SETBACKS:
FRONT - 10 FT
SIDES - 10 FT
REAR - 20 FT
APPROXIMATE # OF BEDROOMS/LOT = 3
SITE DEVELOPMENT DATA
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, CAROLINA WATER SERVICE INC OF NC, 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 NCDOT 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 NCDOT 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.PROPERTY IS ZONED R-20S.
3.THE BOUNDARY, TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY GEOINNOVATION, PC. THE VERTICAL DATUM FOR THE GROUND SURVEY
FOR THIS PROJECT IS NAVD 88. CONTRACTOR TO VERIFY ALL ELEVATIONS IN THE FIELD.
4.THE TREE SURVEY HAS BEEN PROVIDED BY DIEFFENBAUCH & HRITZ, PLLC.
5.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.
6.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.
7.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.
8.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.
9.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
10.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
11.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.
12.THIS PROPERTY IS NOT WITHIN ANY FLOOD HAZARD AREA AS EVIDENCED ON N.C. FLOOD MAP 3720316800J, 3720316900J & 3720317800J.
13.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
14.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
15.NO GATES, TRAFFIC CALMING DEVICES OR ON-STREET PARKING (PRIVATE ROADS) PERMITTED UNLESS REVIEWED BY TRC.
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 PROVIDED BY CAROLINA WATER
SERVICE INC. OF NC 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 AND CAROLINA WATER SERVICE INC. OF NC TECHNICAL SPECIFICATIONS & STANDARDS.
4.WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL".
5.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY UTILITIES, INC, WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
THE COUNTY AND APPROVED BY USCFCCCHR OR ASSE.
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.
13.FIRE HYDRANTS WILL REQUIRE STORTZ CONNECTOR WHEN INSTALLED ADN A FLOW TEST AFTER WATER IS RELEASED FROM PROVIDER.
STORMWATER MANAGEMENT NOTES:
1.STORMWATER MANAGEMENT WILL MEET COUNTY AND STATE REQUIREMENTS.
2.SITE DRAINAGE FLOWS TO PAGES CREEK 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
NOT TO SCALE
TYPICAL STREET SECTION
MINIMUM PAVEMENT DESIGN
2" S-9.5 B
6" A.B.C.
WETLANDS
MODIFIED VALLEY CURB
N
E
S
W
Site
ACTIVE
OPEN SPACE
PASSIVE
OPEN SPACE STORMWATER
SWALE (TYP.)
SETBACK (TYP.)
PROJECT BOUNDARY (TYP.)
20' PRIVATE DRAINAGE
EASEMENT (TYP.)
10' PUBLIC UTILITY
EASEMENT (TYP.)PROPOSED 6"
PVC WATERLINE
6" GATE VAVE & PLUG
FOR FUTURE CONNECTION BY OTHERS
CONNECT TO SEWER SYSTEM
VIA PROPOSED MANHOLE
EXISTING STORM DRAIN (TYP.)
22' EOP26' B-B
45' ROW
40' PUBLIC UTILITY &
ACCESS EASEMENT
CONNECT TO EXISTING WATERLINE
6" GATE VAVE 20' PROPOSED
PUBLIC UTILITY &
ACCESS EASEMENT
(TYP.)
END OF RIGHT
OF WAY
LOBLOLLY LANE (PRIVATE 45' ROW)
20' PRIVATE DRAINAGE
EASEMENT (TYP.)
20' PUBLIC UTILITY
& ACCESS
EASEMENT (TYP.)
R36.5'R36.5'
R30'
R30'PROPOSED FIRE
HYDRANT (TYP.)
BEGIN DRIVEWAY
END DRIVEWAY
TYPICAL DRIVEWAY SECTION
MINIMUM PAVEMENT DESIGN
2" S-9.5 B
6" A.B.C.
ACTIVE
OPEN SPACE