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S53° 00' 21.59"E706.57'S36° 59' 38.41"W
2.50'S47° 27' 39.33"E329.27'
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334.99'
N47° 04' 19.95"W
12.00'N47° 15' 03.00"W114.23'
N51° 59' 24.66"W96.49'
S38° 17'
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282.99'
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73.76'82.53'
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Sheet No.
Designer
Drawn By
Date
Job No.
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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-20
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/PASSIVE RECREATION AREA - 53,575 S.F. = 1.23 AC.±
TOTAL RECREATION AREA - 1.23 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.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.
3.THE TREE SURVEY HAS BEEN PROVIDED BY DIEFFENBAUCH & HRITZ, PLLC.
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 3720316800J, 3720316900J & 3720317800J.
12.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
13.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
14.NO GATES, TRAFFIC CALMING DEVICES OR ON-STREET PARKING (PRIVATE ROADS) PERMITTED UNLESS REVIEWED BY TRC.
15.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.
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
OPEN SPACE
OPEN SPACE
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.)
25' CONSERVATION
RESOURCE SETBACK
12.5' CONSERVATION
RESOURCE SETBACK
PROPOSED CONSERVATION RESOURCE
SETBACK IMPACT (0.01 AC)
PROPOSED
CONSERVATION
RESOURCE
SETBACK IMPACT
(0.007 AC)