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Community 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. > > > >> > > > OU OU OU OU OU OU OU OU OU OU 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 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > SS SS SS SS SS SS W W W W 2 5 W W W W W W W W W W W W W W W W 6 7 8 11152 SF 11917 SF 13411 SF 13675 SF 13653 SF W 15" R C P > > >>>>>> > > > > > > > > > > > > > > > > 1 3 4 11018 SF11312 SF 11255 SF MH 1 MH 2 SS S S 8" C 9 0 0 P V C MH 3 8" C 9 0 0 P V C MH 4 SS SS SS SS SS8" C900 PVC MH 5 SS SS SS8" C900 PVC MH 6 SS SS SS8" C900 PVC 2 4 " R C P S53° 00' 21.59"E706.57'S36° 59' 38.41"W 2.50'S47° 27' 39.33"E329.27' N5 3 ° 4 3 ' 1 8 . 9 4 " E 15 7 . 9 9 ' N41° 54' 25. 8 9 " W 334.99' N47° 04' 19.95"W 12.00'N47° 15' 03.00"W114.23' N51° 59' 24.66"W96.49' S38° 17' 5 6 . 8 3 " E 282.99' N52° 08' 20.12"W347.24' S79 ° 0 6 ' 0 3 . 8 9 " W 271 . 1 1 ' 15 1 . 7 7 ' 15 0 . 6 5 ' 15 2 . 8 9 ' 72.74' 75.04'73.75' 73.76'82.53' 35.02' L=39.270, R=25.000 16 . 5 0 ' 22.50'22.50' 16 . 5 0 ' L=39.270, R=25.000 29.19'5.82'29.32' 45 . 9 6 ' 31.87' 10 7 . 9 1 ' 15.69'67.17' 14 2 . 7 1 ' 18 5 . 2 9 ' 47.06'21.91' 74.16' 17 8 . 1 1 ' 73.81' 78.46' 17 0 . 4 8 ' 78.83' 82.39' 82.00' 16 2 . 5 1 ' 21 9 S t a t i o n R o a d | S t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | l i c e n s e # : C - 0 8 3 2 | w w . w i t h e r s r a v e n e l . c o m Revisions W: \ 1 7 \ 1 7 - 0 1 9 0 \ 1 7 0 1 9 8 . 0 1 - L o b l o l l y S u b d i v i s i o n \ C A D \ 0 3 1 7 0 1 9 8 - B A S E . d w g - Tu e s d a y , A p r i l 1 7 , 2 0 1 8 1 1 : 4 0 : 4 0 A M - GA R R I C H , T O M Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l En g i n e e r s | P l a n n e r s | S u r v e y o r s LO B L O L L Y L A N D I N G NE W H A N O V E R C O U N T Y , N C PE R F O R M A N C E RE S I D E N T I A L PR E L I M I N A R Y P L A T 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