Sidbrury Preliminary PlatSITESIDBURY ROADFARM ROADAUGUST 2021SIDBURY LANDINGPRELIMINARY PLAN / MAJOR SUBDIVISIONWILMINGTON, NORTH CAROLINASIDBURY ROADNOTICE REQUIREDALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.Know what'sbelow.before you dig.CallRCONTACT THESE UTILITIESPREPARED BY:PROJECT # 21433.PEPRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
122 Cinema Drive Wilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846SIDBURY LANDINGAUGUST 16, 2021PRELIMINARY PLAN / MAJOR SUBDIVISIONAPPLICANT:LHH HOLDINGS, LLC200 EAST ARLINGTON ROAD, SUITE AGREENVILLE, NC 27858APPLICANTLHH HOLDINGS, LLC200 EAST ARLINGTON ROAD, SUITE AGREENVILE, NC 27858SURVEYORPARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NC 28403JOSH TAYLOR, PLS (910-791-6707)ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECTPARAMOUNTE ENGINEERING, INC.122 CINEMA DRIVEWILMINGTON, NC 28403CIVIL: ROB BALLAND, PE (910-791-6707)LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707)SHEET NUMBERSHEET TITLESHEET INDEXC-2.0SITE PLANC-0.0COVER SHEETPROJECT CONSULTANTSNEW HANOVER COUNTY PLANNINGDEPARTMENTATTN: NICOLE SMITHPH: 910-798-7165PIEDMONT NATURAL GASATTN: CARL PAQUETPH: 910-350-2242EMERGENCY DIAL 911POLICE - FIRE - RESCUEPLURIS LLC (SEWER)GENERAL PH: 888-758-7471PENDER COUNTY UTILITIES (WATER)GENERAL PH: 910-259-1570DUKE ENERGY PROGRESSGENERAL PH: 800-452-2777AT&TATTN: STEVE DAYVAULTPH: 910-341-7664SPECTRUMGENERAL PH: 800-892-4357SV-1SURVEY EXHIBITVICINITY MAP1" = 2000'NORTH08/16/21N
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SIDBURY ROADSR 1572SR 133650' G
A
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WETWETWETWETWETPID: R02000-003-001-000PIN: 3261-44-2761.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTPID: R02000-002-014-000PIN: 3261-56-2369.000PID: R02000-003-017-000PIN: 3261-46-5280.000GILLIS STACY KEITHDB: 5826, PG: 1008ZONED: R-15LAND USE: RESIDENTIALPID: R02000-002-015-000PIN: 3261-56-1484.000SIDBURY DEVELOPMENT I LLCDB: 6396, PG: 1356ZONED: R-15LAND USE: VACANTPID: R02000-002-011-000PIN: 3261-56-1532.000COLLINS CLINTON E ETALPID: R02000-003-007-000PIN: 3261-43-5994.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTPID: R02000-003-016-000PIN: 3261-63-3754.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTPID: R02100-001-002-000PIN: 3261-64-6844.000MARKS RICHARDDB: 6435, PG: 1839ZONED: R-15LAND USE: BUSINESSPID: R02100-001-001-000PIN: 3261-72-9425.000SEAGREEN LLCDB: 5809, PG: 749ZONED: R-15LAND USE: VACANTPID: R02000-002-012-000PIN: 3261-56-4169.000SIDBURY DEVELOPMENT I LLCDB: 6396, PG: 1356ZONED: R-15LAND USE: VACANTPIN: 3261-65-9451-0000SOUTHERN EQUIPMENTCO LLCDB: 3218, PG: 51ZONED: GBLAND USE: BUSINESSPIN: 3261-76-0456-0000SIDBURY DEVELOPMENT I LLCDB: 4736, PG: 23ZONED: PDLAND USE: VACANTPID: R02000-004-001-000PIN: 3261-63-3754.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTPID: R02000-003-001-000PIN: 3261-44-2761.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTPID: R02000-003-001-000PIN: 3261-44-2761.000SEAGREEN LLCDB: 6166, PG: 1714ZONED: R-15LAND USE: VACANTSIDBURY LANDING
NEW HANOVER COUNTY
NORTH CAROLINA211433.PELHH HOLDINGS, LLC
200 EAST ARLINGTON ROAD, SUITE A
GREENVILLE, NC 27858
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATIONSEAL CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION VICINITY MAP1" = 2000'BOUNDARY LINEADJACENT PROPERTY LINEMINOR CONTOURMAJOR CONTOURWETLANDSSURVEY NOTES:1.HORIZONTAL DATUM (NAD 83 - 2011) ANDVERTICAL DATUM (NAVD 88) UTILIZING ATOPCON HIPER-V GPS RECEIVER OPERATINGIN VRS MODE WITH REPEAT OBSERVATIONS.2.AREA CALCULATED BY COORDINATES.3.NO HISTORICAL OR ARCHEOLOGICAL ITEMSWERE LOCATED WITHIN 2,000 FEET OF THESUBJECT PARCELS4.THIS PARCEL IS IN FLOOD ZONE X (MINIMALFLOOD RISK) ACCORDING TO FEMA FLOODMAP 3720326100J, PANEL 3261 , WITH ANEFFECTIVE DATE OF FEBRUARY 16, 2007.5.CORNERS ARE MARKED AS NOTED ON MAP.6.ALL DISTANCES ARE HORIZONTAL FIELDMEASUREMENTS.WETWETPARCEL INFORMATIONCURRENT OWNER: LLH HOLDINGS LLCDEED BOOK 5675, PAGE 250PID:R02000-003-014-000R02000-003-015-000R02000-003-020-000AREA:3,834,151 SF ±88.02 AC ±CERTIFICATE OF ACCURACY AND MAPPINGI, JOSHUA W. TAYLOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROMAN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN THEREFERENCES NOTED ON THIS DRAWING); THAT THE BOUNDARIES NOT SURVEYED ARESHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO OFPRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDSOF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS _6TH_ DAYOF __APRIL__, A.D., _2021_.I, JOSHUA W. TAYLOR, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELSOF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREETOR CHANGE AN EXISTING STREET.______________________________________________________JOSH TAYLOR, PLS LICENSE NO. L-5217N O R T H0SCALE: 1"=100'50100200SITEVICINITY MAP1" = 2000'SURVEY EXHIBIT
SV-108/16/21
1" = 100'
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SITE
SIDBURY ROADRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWRPWW
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IMPACT AREA
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'123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219SIDBURY ROAD
80' PUBLIC ROW
WETLANDS
± 14.52 AC
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± 0.12 AC 20' PERIMETER SETBACK20
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± 0.007 AC
WETLANDS
± 0.008 AC
WETLANDS
± 0.08 AC
OPEN SPACE
± 1.55 AC
OPEN SPACE
± 1.78 AC
OPEN SPACE
± 1.19 AC
OPEN SPACE
± 0.44 AC
OPEN SPACE
± 1.54 AC
OPEN SPACE
± 1.06 AC
OPEN SPACE
± 0.62 AC
OPEN SPACE
± 0.85 AC
OPEN SPACE
± 0.65 AC
OPEN SPACE
± 2.17 AC
POND
± 2.61 AC
POND
± 0.43 AC
POND
± 0.45 AC
POND
± 0.37 AC
POND
± 1.02 AC
POND
± 0.68 AC
PROPOSED
WELL SITE
PROPOSED
WELL SITE
OPEN SPACE
± 0.20 AC
OPEN SPACE
± 0.12 AC
OPEN SPACE
± 0.12 ACGAS EASEMENTGAS EASEMENTGAS EASEMENT20' P
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K SITE PLANPRELIMINARY PLANC-2.008/16/20211" = 100'JRCAHETGCVICINITY MAP
SCALE: 1" = 2000'
EXISTING SITE DATA:
PROJECT NAME:SIDBURY LANDING
OWNER/APPLICANT:LHH HOLDINGS LLC
200 E ARLINGTON BLVD, SUITE A
GREENVILLE, NC 27858
PARCEL ID:R02000-003-014-000
R02000-003-015-000
R02000-003-020-000
PROJECT ACREAGE: ± 88.02
CURRENT USE:VACANT LAND
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:R-15 (PERFORMANCE RESIDENTIAL)
PROJECT ROAD NOTES
1.ALL ROADS WILL BE PRIVATE RIGHT OF WAYS CONSTRUCTED TO NCDOT SUBDIVISION
ROADS MINIMUM CONSTRUCTION STANDARDS.
2.ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS WILL HAVE A 25' MINIMUM RADIUS
AND CONNECTIONS TO EXISTING ROADWAYS WILL HAVE A 30' RADIUS MINIMUM.
3.MINIMUM CUL-DE-SAC RIGHT OF WAY RADIUS WILL BE 45' FOR CURB AND GUTTER
SECTION AND 50' FOR SHOULDER SECTION
4.STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE
BY VEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND NEW HANOVER
COUNTY STREET SIGN SPECIFICATIONS (AS STANDARDS APPLY)
5.ADDRESSING WILL COMPLY WITH LOCAL ORDINANCES.
6.THE STREET NETWORK FOR ANY SUBDIVISION SHALL ACHIEVE A CONNECTIVITY RATIO
OF NOT LESS THAN 1.40 PER SECTION 6.2.2 OF NEW HANOVER COUNTY UDO.
PROPOSED USES AND PROJECT DENSITY
MAXIMUM ALLOWABLE OVERALL DENSITY, PER SECTION 3.2.8: 2.5 DWELLING UNITS PER ACRE
TOTAL PROPOSED PROJECT AREA:± 88.02 ACRES
TOTAL PROVIDED PROJECT DENSITY:2.48 DWELLING UNITS PER ACRE
AVERAGE LOT SIZES AND WIDTHS: 50' WIDE X 120' DEEP (6,000 SF)
55' WIDE X 115' DEEP (6,325 SF)
55' WIDE X 120' DEEP (6,600 SF)
60' WIDE X 115' DEEP (6,900 SF)
60' WIDE X 120' DEEP (7,200 SF)
SMALLEST LOT SIZE:5,750 SF
TOTAL LOTS:219 LOTS
OPEN SPACE KEY
GREEN SPACE ± 12.27 AC
WETLANDS ± 14.85 AC
PONDS ± 5.56 AC
TOTAL OPEN SPACE REQUIRED (20% OF ACREAGE):± 17.604 AC
TOTAL OPEN SPACE PROVIDED (ALL AREAS,
EXCLUDING LOTS AND RIGHTS-OF-WAY):± 32.68 AC
PERIMETER BUFFER REQUIREMENTS
A 20' PERIMETER BUFFER IS REQUIRED ALONG
ALL SIDES OF THE PROPERTY
PAVING NOTES:
1.ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA.
NO TESTING HAS BEEN COMPLETED AT THIS TIME. A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH
THE AVAILABILITY OF SOILS DATA.
2.ALL PROPOSED RIGHT-OF-WAYS AND ROADS SHALL BE PRIVATE.
MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNER'S ASSOCIATION OR SIMILAR.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL
INFORMATION.
HISTORICAL & ARCHAEOLOGY NOTES
1.NO KNOWN HISTORIC OR ARCHEOLOGICAL
SITES EXIST ON ANY OF THE SUBJECT
PARCELS.
STORMWATER
1.PROJECT IS PROPOSED USING HIGH DENSITY
STORMWATER .
2.STORMWATER MANAGEMENT WILL BE DESIGNED IN
ACCORDANCE WITH NEW HANOVER COUNTY
REQUIREMENTS
FLOOD NOTES
PORTIONS OF THE SUBJECT PARCEL LIE WITHIN FLOOD ZONE X (MINIMAL
FLOOD RISK) AS INDICATED BY FEMA FLOOD ZONE PANEL 3261, MAP NUMBER
3720326100J, BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007.
FIRE DEPARTMENT NOTES
1.FIRE HYDRANTS MUST BE PLACE EVERY 1,000
LINEAR ROAD FEET OR THE TOTAL AMOUNT OF
UNITS DIVIDED BY 40, WHICHEVER IS GREATER
TRAFFIC NOTES
1.TIA TO BE COMPLETED PRIOR TO
CONSTRUCTION.
PARKING NOTES
1.SINGLE FAMILY DETACHED DWELLINGS
PERMITTED 2 OFF STREET PARKING
SPACES PER DWELLING PER NEW
HANOVER COUNTY UDO ARTICLE 5
SECTION 5.1.2
TREE SURVEY
1.EXISTING TREES RETAINED ON THE SITE TO COMPLY WITH THE
STANDARDS OF SECTION 5.3 OF NEW HANOVER COUNTY UDO
SHALL BE IDENTIFIED ON THE REQUIRED LANDSCAPE PLAN
STREETLIGHT NOTES
1.STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY.
FINAL DESIGN, LOCATIONS, AND CALCULATIONS WILL BE
PROVIDED AND COMPLY WITH SECTION 3.3.6 OF THE U.D.O.
2.STREET LIGHTS SHALL BE INCLUDED AT THE RATE OF ONE
FIXTURE PER 500 LINEAR FEET OR LESS OR ROADWAY.
WATER SERVICE NOTES
1.WATER FLOW FOR ALL PARCELS SHALL BE
PROVIDED TO MEET NC FIRE PREVENTION CODE.
OPEN SPACE REQUIREMENTS
OPEN SPACE:
REQUIRED:± 17.604 AC = 20% OF GROSS ACRES (± 88.02 AC)
PROVIDED:± 30.40 AC
OPEN SPACE AMENITIES:
PASSIVE SPACE:VEGETATED OR EXISTING NATURAL AREAS
3
N O R T H 0
SCALE: 1"=100'
50 100 200
UTILITIES
1.ALL SEWER UTILITIES TO BE COORDINATED WITH PLURIS LLC.
2.WATER SERVICE TO BE PROVIDED BY COMMUNITY WELLS
SIDBURY LANDINGNEW HANOVER COUNTYNORTH CAROLINA211433.PELHH HOLDINGS, LLC200 EAST ARLINGTON ROAD, SUITE AGREENVILLE, NC 27858DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTIONROW
Edge of Travel Lane
Road Centerline
ROWEdge ofTravel Lane6'
Min.ROWCBU
Concrete ADA Path
and Pad for CBU
7'
Turnout
2%Edge ofTravel Lane20'25'20'6' Min. to CBU7' Paved Turnout(Paved Structure toMatch Travel Lanes)CBU (Access from Pad)
Concrete Pad for CBU
*Note - Maintain
ROW Offset Around
CBU Turnout
Edge ofTurnoutEdge of Travel Lane
ROW
PLAN VIEW
SECTION VIEW
1
1
1
2
2
3
3
3
3
3
3
2
1
WETLAND NOTES
WETLANDS SHOWN BASED ON A PRELIMINARY
JURISDICTIONAL DETERMINATION ISSUED BY
THE U.S. ARMY CORPS OF ENGINEERS
08/16/21NORTHCAROLIN
A
PRO FESSION
ENGIN E E RSEAL
A
L
0 3 1 5 9 1
R
O
BERT P. B A L LA NDROAD A50' PRIVATE ROWROAD A50' PRIVATE ROWROAD A50' PRIVATE ROWROA
D
A
50' P
RI
V
A
T
E
R
O
W
ROAD A50' PRIVATE ROWROAD B
50' PRIVATE ROW ROAD B50' PRIVATE ROW
ROAD B
50' PRIVATE ROWROAD B
50' PRIVATE ROW
ROAD B50' PRIV
A
T
E
R
O
WROAD B50' PRIVATE ROWROAD B50' PRIVATE ROWROAD C50' PRIVATE ROWROA
D
C
50' P
R
I
V
A
T
E
R
O
W
ROAD D
50' PRIVATE ROWROAD D5
0
'
P
R
I
V
A
T
E
R
OW
ROAD D
50' PRIVATE ROW
ROAD D50' PRIVATE ROWROAD E50' PRIVATE ROW24'
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
5'1'
SIDEWALK T.B.D.
12'5'1'
1'1'
FUTURE ROAD
CONNECTION
2
2
2
2
ADA RAMPS WITH
TRUNCATED DOMES
TO BE PROVIDED AT
ALL INTERSECTIONS
STREETLIGHT, TYP.
MANHOLE, TYP.
STORMWATER, TYP.
WATER, TYP.
5' SIDEWALK, TYP.1
1
PUMP STATION
SEWER FORCE MAIN
1
1
1
1
1
1
1
RO
A
D
B
50'
P
R
I
V
A
T
E
R
O
W
1
2
GENERAL NOTES
SEE EXISTING CONDITIONS PLAN FOR ADJACENT PROPERTY
INFORMATION, EXISTING CONTOURS, ETC.
10'X70' SIGHT TRIANGLE