HomeMy WebLinkAbout03-2022.11.16 Ambrosia Farm Subd Ph I Prelim PlatN42°11'42"E418.64'S60°37'28"E757.25'C1S79°30'23"W478.80'N55°09'56"W250.59'N62°20'32"W573.45'N2
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W12'' W12'' W12'' W12'' W12'' W12'' W12'' WCarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
PRELIMINARYSUBDIVISION PLATA & S LAND, LLC.
1501 LAKESTONE VILLAGE LANE, SUITE 205
FUQUAY-VARINA, N.C. 27526
OVERALL SUBDIVISION PLAN
AMBROSIA FARM SUBDIVISION
PHASE I
MCLEAN CHAPEL CHURCH ROAD
HARNETT COUNTY, N.C.DRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2022015C1.0----DATE #: NOVEMBER 16, 2022----
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----PRELIMINARY NOT ISSUED FORCONSTRUCTION0SCALE 1"=200'400'200'NC GRID NORTH
NAD 83/2014 1" = 5,000'VICINITY MAPNC GRID NORTHNAD 83/2014SITESANDERFER RDMCLEAN CHAPELWIRE RD US 401MCNEILL HOBBS RDCHURCH RDWIRE RD BYRD RDNUTGRASS RDUS 401RAYNOR MCLAMB RD
RIGHT-OF-WAYEASEMENT LINEEX. WATER LINEWEX. DRAINAGE PIPEWOODS LINENON SURVEYED PROPERTY LINECSFCSSCOTTON SPIKE SETCOTTON SPIKE FOUNDSTREET ADDRESS100IRON PIPE FOUNDIRON PIPE SETCONCRETE MONUMENT FOUNDPARKER-KALON NAIL FOUNDPARKER-KALON NAIL SETRAILROAD SPIKECONTROL CORNERCOMPUTED POINTPOWER POLEOVERHEAD POWER LINERIGHT OF WAYSQUARE FEETACREDEED BOOKPLAT BOOKBOOK OF MAPSPAGELINEAR FEETLOT HAS OFFSITE SEWEROFFSITE SEWER LOTRECOMBINATION LOT15R15SL15SLFPGBOMPBDBACS.F.R/WOPWP/PCPCCRRSPNKSPKNFCMFIPSIPFLEGEND:LIGHT POLE/SITE LIGHTINGSIGNAGEWATER VALVEWATER METERFIRE HYDRANT ASSEMBLYTRACT 1:3.196 AC.TRACT 2:4.601 AC.TRACT 3:25.157 AC.TRACT 4:43.454 AC.TOTAL:76.408 AC.ACREAGE:EXISTING FIELD LOCATEDWETLAND (0.77 AC.)EXISTING FIELD LOCATEDWETLAND (0.15 AC.)EXISTING FIELD LOCATEDWETLAND (0.77 AC.)N
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YMCLEAN CHAPEL CHURCH ROAD(S.R. 2030) 60' RIGHT-OF-WAYSOUTH AMBROSIA WAY50' RIGHT-OF-WAYNIRVANA TRAIL50' RIGHT-OF-WAYJUBILEE WAY50' RIGHT-OF-WAY12345678910111213504948474645444342414039383736353433323130292827262524232221201918171615146768697071737251525354555657585960616263646566TRACT 1 (PHASE III)ACREAGE = 3.196 AC.2 LOTSTRACT 2 (PHASE III)ACREAGE = 4.601 AC.5 LOTSTRACT 3 (PHASE III)ACREAGE = 25.153 AC.5 LOTSTRACT 4 (PHASE I)ACREAGE = 14.329 AC.26 LOTSTRACT 4 (PHASE II)ACREAGE = 29.125 AC.24 LOTSDB 3491 PG 769DB 1417 PG 866DB 1067 PG 341DB 1939 PG 374DB 3840 PG 041DB 1868 PG 434DB 1011 PG 093DB 1217 PG 280DB 627 PG 551DB 925 PG 531DB 1602 PG 418DB 1170 PG 631DB 3005 PG 634DB 3967 PG 261DB 1744 PG 218DB 3154 PG 345DB 944 PG 613DB 3673 PG 249PB 2007 PG 578REFERENCES:LOTS SHOWN ON THIS PLAT ARE NOT LOCATED WITHIN THESPECIAL FLOOD HAZARD AREAS (ZONE AE) PER FEMA MAPNUMBER: 3720054600J, EFFECTIVE DATE: 10/03/06FEMA FLOOD HAZARD STATEMENT:FRONT:35 FT. FROM R/WREAR:25 FT.SIDE:10 FT.CORNER LOT SIDE: 20 FT.SETBACK REQUIREMENTSRA-20R, RA20M, RA-30, OR RA-40:PHASE 1:26 LOTSPHASE 2:24 LOTSPHASE 3:23 LOTSTOTAL:73 LOTSLOTS PER PHASE:
N62°20'32"W 573.45'N29°40'07"E171.91'N29°50'57"E182.96'N29°50'26"E497.54'N29°46'54"E468.39'S28°19'29"W848.08'S31°09'38"W663.38'12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W260.66'80.00'89.87'260.72'80.00'260.85'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'260.85'
260.78'
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260.79'260.82'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'267.56'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'80.00'44.95'21.19'15.05'15.05'21.19'44.95'85.00'263.55'265.22'259.97'268.83'270.69'
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278.11'
275.95'
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271.76'
269.66'80.03'80.03'80.03'80.03'80.03'80.02'80.02'80.02'80.02'80.02'80.02'75.05'30.06'30.02'261.34'260.57'N29°49'36"E1100.97'6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''WWWWW WWWW
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50.47'CarolinaLand Development Group
1304 N. Respess St. Washington, NC 27889Phone: (919) 608-9390Email: spencer@CLDGCORP.comC-2743CLDGSHEET NO.PLAN TYPE PROJECT CONSULTANTS SEALREVISIONSOWNERPROJECT INFO
PLAN SHEET
PROJECT
PRELIMINARYSUBDIVISION PLATA & S LAND, LLC.
1501 LAKESTONE VILLAGE LANE, SUITE 205
FUQUAY-VARINA, N.C. 27526
SUBDIVISION PLAN
AMBROSIA FARM SUBDIVISION
PHASE I
MCLEAN CHAPEL CHURCH ROAD
HARNETT COUNTY, N.C.DRAWN BY: SBTCHECKED BY: SBTMUNICIPAL PROJ #: -CLDG PROJ #: 2022015C1.1----DATE #: NOVEMBER 16, 2022----
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----PRELIMINARY NOT ISSUED FORCONSTRUCTIONSCALE 1"=50'100'50'0NC GR
ID
NORTHNAD 83
/201413456789101112131415161718192021221" = 5,000'VICINITY MAP23242526RIGHT-OF-WAYEASEMENT LINEEX. WATER LINEWEX. DRAINAGE PIPEWOODS LINENON SURVEYED PROPERTY LINECSFCSSCOTTON SPIKE SETCOTTON SPIKE FOUNDSTREET ADDRESS100IRON PIPE FOUNDIRON PIPE SETCONCRETE MONUMENT FOUNDPARKER-KALON NAIL FOUNDPARKER-KALON NAIL SETRAILROAD SPIKECONTROL CORNERCOMPUTED POINTPOWER POLEOVERHEAD POWER LINERIGHT OF WAYSQUARE FEETACREDEED BOOKPLAT BOOKBOOK OF MAPSPAGELINEAR FEETLOT HAS OFFSITE SEWEROFFSITE SEWER LOTRECOMBINATION LOT15R15SL15SLFPGBOMPBDBACS.F.R/WOPWP/PCPCCRRSPNKSPKNFCMFIPSIPFLEGEND:DB 3491 PG 769DB 1417 PG 866DB 1067 PG 341DB 1939 PG 374DB 3840 PG 041DB 1868 PG 434DB 1011 PG 093DB 1217 PG 280DB 627 PG 551DB 925 PG 531DB 1602 PG 418DB 1170 PG 631DB 3005 PG 634DB 3967 PG 261DB 1744 PG 218DB 3154 PG 345DB 944 PG 613DB 3673 PG 249PB 2007 PG 578REFERENCES:LOTS SHOWN ON THIS PLAT ARE NOT LOCATED WITHIN THESPECIAL FLOOD HAZARD AREAS (ZONE AE) PER FEMA MAPNUMBER: 3720054600J, EFFECTIVE DATE: 10/03/06FEMA FLOOD HAZARD STATEMENT:FRONT:35 FT. FROM R/WREAR:25 FT.SIDE:10 FT.CORNER LOT SIDE: 20 FT.SETBACK REQUIREMENTSRA-20R, RA20M, RA-30, OR RA-40:R/WCL50' RIGHT OF WAY0.02RESIDENTIAL COLLECTOR ROAD(50' PUBLIC R/W - 20' EOP-EOP)TYPICAL SECTIONN.T.S.COMPACTED SUBGRADE - 98% STDPROCTOR OR AS RECOMMENDEDBY THE GEOTECHNICAL ENGINEER.0.084:13
:1MAX S
LOPE
3:1MAX SLOPEPAVEMENT DESIGN*2.5" S9.5 B8" ABCMINIMUM(TYPE B)15' UTILITYEASEMENTR/W15' UTILITYEASEMENT6''6'SHOULDER6'DITCH10'PAVEMENT10'PAVEMENT8'SHOULDER0.020.081:1SUBJECT TO STANDARDS OUTLINEDON PAGE 22-23 OF THE N.C.SUBDIVISIONS ROADS MINIMUMCONSTRUCTION STANDARDS*NCDEQ REQUIRES ENGINEERING CALCULATIONSAND SOIL EVALUATION FOR PERMANENT SLOPESTABILIZATION FOR MAX SLOPE AT 2:1NORTH AMBROSIA WAY50' RIGHT-OF-WAYMCLEAN CHAPEL CHURCH ROAD(S.R. 2030) 60' RIGHT-OF-WAYNC GRID NORTHNAD 83/2014NOW OR FORMERLYJANIS N. LEWISDB: 1217; PG: 280PIN#: 0556-67-8389SITESANDERFER RDMCLEAN CHAPELWIRE RD US 401MCNEILL HOBBS RDCHURCH RDWIRE RD BYRD RDNUTGRASS RDUS 401RAYNOR MCLAMB RD
NOW OR FORMERLYROY G. GREENEDB: 1011; PG: 93PIN#: 0556-77-4494NOW OR FORMERLYDANIEL G. BETHUNEDB: 1868; PG: 434PIN#: 0556-87-1596NOW OR FORMERLYDONALD ANDERSON DAWSONDB: 3840; PG: 41PIN#: 0556-87-4923NOW OR FORMERLYJAMES QUICKDB: 3154; PG: 345PIN#: 0556-68-47652MAIL KIOSK30' STREETSCAPEBUFFER15' UTILITYEASEMENT, (TYP.)ALL CONSTRUCTION SHALL BE IN ACCORDANCEWITH HARNETT COUNTY, NCDEQ AND NCDOTSTANDARDS, SPECIFICATIONS, AND DETAILS.50'
20'10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x40' SIGNEASEMENTLINEAL FOOTAGE NORTH AMBROSIA WAY:LINEAL FOOTAGE OF PUBLIC WATER LINE:LINEAL FOOTAGE OF PUBLIC STORM DRAINAGE:NUMBER OF WATER SERVICES:1101 LF1126 LF0 LF26 EACH SERVICEPUBLIC IMPROVEMENT QUANTITIES (PHASE I):OWNER'S CONSENT:AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENTTO THE PROPOSED DEVELOPMENT SHOWN ON THE SITEPLAN AND ALL REGULATIONS AND REQUIREMENTS OF THEHARNETT COUNTY ORDINANCES.___________ ________________________________DATE OWNER'S SIGNATUREWATER CAPACITY NOTE:APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOTBE AVAILABLE. THIS DEVELOPMENT MAY REQUIREADDITIONAL IMPROVEMENTS TO THE EXISTING WATERSYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO APRELIMINARY PLAT AND/OR FINAL PLAT APPROVAL.PIN NO:DEED BOOK / PAGE:ZONING:LAND USE CLASS:EXISTING LAND USE:PROPOSED LAND USE:PHASE I SITE ACREAGE:DENSITY (DU/A):RIVER BASIN:STORMWATER MANAGEMENT:OPEN SPACE REQUIRED:OPEN SPACE PROVIDED:0556-78-1684.00DB:3491; PG:769RA-20R / RA-20R(M)AGRICULTURAL AND RURALRESIDENTIALVACANT / FARMLAND / WOODLAND26 LOT RESIDENTIAL SUBDIVISION624,169.61 SQ. FT. (14.329 ACRES)1.81 DWELLING UNITS PER ACRECAPE FEARLOW DENSITYN/A0.36 ACRES (2.51%)SITE INFORMATION:IMPROVED OPEN SPACE REQUIRED (10%):IMPROVED OPEN SPACE PROVIDED:WATER SURFACE AREA (STREAM):IMPERVIOUS AREA IN R/W:IMPERVIOUS AREA TOTAL AVAILABLE:IMPERVIOUS AREA AVAILABLE FOR LOTS:IMPERVIOUS AREA PER LOT (MAX.):MIN. LOT AREA:MIN. LOT WIDTH:BUIDING LOT SETBACKS (MIN.):REQUIRED BUFFERYARD:15,71.43 S.F.PROVIDED IN PHASE II0.00 AC.0.58 AC. (PHASE 1)(14.329*0.24 = 3.44 AC.(<24% FOR LOW DENSITY)3.44-.58 = 2.86 AC.2.86 AC*43560 S.F. / 26 LOTS = 4790 S.F.(4500 S.F. ANTICIPATED)20,000 S.F.80 FT. (40 FT. CUL-DE-SAC)FRONT YARD: 35 FTREAR YARD: 25 FTSIDE YARD: 10 FTCORNER SIDE YARD: 20 FTPERIMETER BUFFER: N/ASTREETSCAPE BUFFER: 30 FTPRIME VIEW SETBACK: N/ASTATE OF NORTH CAROLINA COUNTY OF HARNETT:I HEREBY CERTIFY THAT THE PRELIMINARY SUBDIVISION PLAN DEPICTEDHEREON HAS BEEN GRANTED FINAL APPROVAL BY THE HARNETT COUNTYDEVELOPMENT REVIEW BOARD PERSUANT TO THE REGULATIONS SETFORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, PLANNING, FIREMARSHALL, HARNETT REGIONAL WATER AND ENGINEERING OF HARNETTCOUNTY, N.C._______________________________________ _________DEVELOPMENT REVIEW BOARD, CHAIRMAN DATE35' FRONT YARDSETBACK, (TYP.)GENERAL NOTES:1.A PORTION OF THIS PROPERTY IS LOCATED IN A WS-IV-P CAPE FEAR WATERSHEDDISTRICT.2.THIS PROPERTY LIES WITHIN AN AGRICULTURAL AND RURAL RESIDENTIALFUTURE LAND USE..3.THIS PROPERTY LIES WITHIN ONE MILE OF A VOLUNTARY AGRICULTURE DISTRICT.4.THE PLAT FOR THIS DEVELOPMENT WAS REVIEWED UNDER UDO 'ARTICLE 14.3.5COMPATIBILITY OF DESIGN CONCEPT TABLE.5.NO LOT SHOWN HEREON SHALL HAVE DIRECT ACCESS TO SR 2030 (MCLEANCHAPEL CHURCH ROAD).6.ALL STREETS SHOWN HERON ARE TO BE 50' PUBLIC DEDICATED R/W AND 50'UTILITY EASEMENTS.7.ALL LOTS SHALL BE SERVED BY HARNETT COUNTY WATER AND INDIVIDUALON-SITE SEPTIC SYSTEMS. ANY PUBLIC UTILITIES NOT LOCATED IN THE 50'UTILITY EASEMENTS SHALL HAVE A PUBLIC DEDICATED EASEMENT ON THERECORDED PLATS.8.ALL DRAINAGE EASEMENTS AREA TO BE PERMANENT AND PUBLIC. THEMAINTENANCE OF ALL DRAINAGE EASEMENTS SHALL BE THE RESPONSIBILITY OFINDIVIDUAL LOT OWNERS THAT BORDER ALL SUCH EASEMENTS. REFER TOAPPROVED CONSTRUCTION PLANS FOR ALL FINAL UTILITY AND DRAINAGELOCATIONS.9.ALL UTILITY AND DRAINAGE EASEMENTS ARE TO BE CENTERED IN A PUBLICDEDICATED UTILITY OR DRAINAGE EASEMENT. REFER TO APPROVEDCONSTRUCTION PLANS FOR FINALIZED LOCATION.10.FIRE HYDRANTS AND STREET LIGHTS SHALL BE INSTALLED PER HARNETTCOUNTY REGULATIONS.11.ANY IMPACT TO INCLUDE BUT NOT LIMITED TO, CLEARING AND/OR FILLING WILLBE SUBJECT TO PRIOR INSPECTION, PERMITTING AND APPROVAL BY THE ARMYCORPS OF ENGINEERS, NCDENR AND/OR NCDEQ.12.THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE30' STREETSCAPE BUFFER, STREET SIGN AND ALL OPEN SPACE A SHOWN ON THEPLANS.13.SIGNS WILL BE PLACED AT A MINIMUM OF 20 FEET FROM ALL INTERSECTIONRIGHT-OF-WAYS AND A SEPARATE PERMIT IS REQUIRED BEFORE SIGNCONSTRUCTION.14.HARNETT COUNTY WILL INSTALL AND MAINTAIN ALL ROAD SIGNS.15.AMBROSIA FARM SUBDIVISION HOMEOWNERS ASSOCIATION SHALL BERESPONSIBLE FOR THE MAINTENANCE OF THE MAILBOX KIOSK, PEDESTRIANTRAIL AND ACCESS AND IT SHALL BE ENFORCED BY THE COVENANTS.20' REAR YARDSETBACK, (TYP.)10' SIDE YARDSETBACK, (TYP.)30' STREETSCAPEBUFFER10x70 SIGHT DISTANCETRIANGLE, (TYP.)30'x40' SIGNEASEMENT'STOP' SIGN,TYP.35' FRONT YARDSETBACK, (TYP.)20' REAR YARDSETBACK, (TYP.)10' SIDE YARDSETBACK, (TYP.)15' UTILITYEASEMENT, (TYP.)TEMPORARY GRAVELFIRE APPARATUSTURNAROUND20'150'LIGHT POLE/SITE LIGHTINGSIGNAGEWATER VALVEWATER METERFIRE HYDRANT ASSEMBLY21137.46 SQ. FT.0.49 AC21107.47 SQ. FT.0.48 AC21256.51 SQ. FT.0.49 AC21580.9 SQ. FT.0.50 AC21729.94 SQ. FT.0.850 AC21878.98 SQ. FT.0.50 AC22028.02 SQ. FT.0.51 AC22176.97 SQ. FT.0.51 AC22160.26 SQ. FT.0.51 AC21992.46 SQ. FT.0.50 AC21824.65 SQ. FT.0.50 AC21656.84 SQ. FT.0.50 AC21489.04 SQ. FT.0.49 AC20865.13 SQ. FT.0.48 AC20860.1 SQ. FT.0.48 AC20855.16 SQ. FT.0.48 AC20854.37 SQ. FT.0.48 AC20855.93 SQ. FT.0.48 AC20857.49 SQ. FT.0.48 AC20859.04 SQ. FT.0.48 AC20860.6 SQ. FT.0.48 AC20862.16 SQ. FT.0.48 AC20864.14 SQ. FT.0.48 AC20866.67 SQ. FT.0.48 AC20864.92 SQ. FT.0.48 AC22133.38 SQ. FT.0.51 ACSPEED LIMITSIGN, TYP.MATCHLINE - PHASE IIMATCHLINE - PHASE IIR30'R28'R28'R30'NOW OR FORMERLYGERALDINE BRADFORD SUBDIVISIONPB:2000; PG:375PIN#: 4688-29-7536