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Home My WebLink AboutNSR172033-SUBPLAT-PhII-111822FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 1 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP SURVEYOR CERTIFICATION I, THOMAS E. TEABO, PLS, HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, FROM DEED AND MAP REFERENCES AS NOTED ON SAID MAP; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FROM DEED AND MAP REFERENCES AS NOTED ON SAID MAP. THAT THE RATIO OF PRECISION OF THE SURVEY AS CALCULATED IS 1: 10,000+, THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION OF RECORD; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. I HEREBY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: (1)CLASS OF SURVEY: "CLASS A" (2)POSITIONAL ACCURACY: 0.04' (3)TYPE OF GPS FIELD PROCEDURE: REAL-TIME KINEMATIC NETWORKS-NCVRS (4)DATES OF SURVEY: OCTOBER 1, 2017 - FEBRUARY 11, 2018 (5)DATUM/EPOCH: NAD 83 (2011) EPOCH 2010.00 (6)PUBLISHED/FIXED-CONTROL USE: NCVRS (7)GEOID MODEL: 2012 (CONUS) (8)COMBINED GRID FACTOR(S): 0.999870565 (9)UNITS: US SURVEY FEET THIS IS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND AND SEAL THIS 18TH DAY OF NOVEMBER A.D., 2022. SURVEYOR NC L-3920 O FR SS PE SEAL L-3920 ON A LI LA ND SUR V E Y ORDEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PROPOSED SUBDIVISION ROAD MINIMUM CONSTRUCTION STANDARDS CERTIFICATION THE ROADS INDICATED ON THIS PLAT ARE DESIGNED TO THE DEPARTMENT'S MINIMUM CONSTRUCTION STANDARDS. THE ROADS MUST BE CONSTRUCTED TO THESE STANDARDS, PAVED AND IN AN ACCEPTABLE STATE OF MAINTENANCE AT THE TIME THAT THEY ARE ACCEPTED ONTO THE STATE SYSTEM. ALL RESPONSIBILITY FOR THE ROADS REMAIN WITH THE OWNER OF THE PROPERTY, HIS HEIRS, OR ASSIGNS UNTIL SUCH A TIME AS THE ROADS ARE ACCEPTED FOR MAINTENANCE BY THE BOARD OF TRANSPORTATION. APPROVED ______________________________________ DISTRICT ENGINEER DATE _______________________ NOTES: 1.THE FIRM HAS RELIED UPON A TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER: 17-21357CH, DATED 10/31/17 AT 8:00 AM, WHILE AND IN PREPARING THIS SURVEY. THE SURVEYOR IS NOT RESPONSIBLE FOR ANY TITLE EXCEPTIONS NOT DISCLOSED BY THE REFERENCED TITLE REPORT. 2.AREAS COMPUTED BY COORDINATE METHOD. 3.PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS AND RESTRICTIONS OF RECORD. 4.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 5.NC GRID COORDINATES (NAD83) OBTAINED BY USING GPS, PER THE NCVRS NETWORK. 6.BASIS OF BEARING SHOWN HEREON IS NC GRID (NAD 83 NSRS 2011). 7.THE PROPERTY SHOWN HEREON IS LOCATED IN FLOODZONE "ZONE X", AREA OF MINIMAL FLOODING, PER FLOOD INSURANCE RATE MAP 3720064200J, PANEL 0642 EFFECTIVE DATE OCTOBER 3, 2006. AND PER FLOOD INSURANCE RATE MAP 3720066200J PANEL 0662 EFFECTIVE DATE OCTOBER 3, 2006. 8.NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS SURVEY. 9.TOTAL LOTS: 73 (EXCLUDING OPEN SPACE) 10.1.29 LOTS PER ACRE 11.LAND USE CLASSIFICATION = MEDIUM DENSITY RESIDENTIAL 12.INDIVIDUAL LOT OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF DRAINAGE EASEMENTS ON THEIR LOTS. 13.MAINTENANCE OF THE MAIL KIOSK(S) SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION. 14.MAINTENANCE OF STREETSCAPE BUFFERS AND OPEN SPACES SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION. 15.SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNER'S ASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. SIDEWALKS OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/OR REMOVED BY HARNETT COUNTY/DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, OR CONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE HOMEOWNERS ASSOCIATION ("HOA"), PROPERTY OWNERS ASSOCIATION ("POA"), CONDOMINIUM OWNER'S ASSOCIATION ("COA"), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY 16.THE STREET LIGHTING WILL COMPLY WITH SECTION 7.3 OF THE HARNETT COUNTY UDO. 17.FIRE HYDRANTS WILL BE PRESENT IN ACCORDANCE WITH SECTION 6.4 OF THE HARNETT COUNTY UDO. 18.SUBDIVISION INTERIOR ROADS ARE 20' IN WIDTH. 19.A CERTIFIED FOUNDATION SURVEY OR SETBACK VERIFICATION SURVEY IS REQUIRED TO BE SUBMITTED AT THE COMPLETION OF FOUNDATION CONSTRUCTION. 20.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLLUNTARY AGRICULTURAL DISTRICT. 21.SINGS WILL BE PLACED AT LEAST 20' FROM THE INTERSECTION RIGHT-OF-WAYS AND A SEPARATE PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION. 22.THERE SHALL BE NO LAND DISTURBANCE WITHIN ANY DESIGNATED WETLANDS AREAS ON-SITE. 23.THE NEW LOTS OF THIS DEVELOPMENT ARE ALSO SUBJECT TO THE HOA DOCUMENTS AND COVENANTS RECORDED IN DEED BOOK _______ PAGE _______. 24.THE LINEAR FEET OF ROADS IS AS FOLLOWS: EVERGLADE WAY 1,098' IVY BANK COURT 1,271' LIME GROVE WAY 275' NEW VILLAS STREET 1,986' 25.SEE DEED BOOK 4119 PAGE 690 FOR ROAD SIGN MAINTENANCE AGREEMENT 26.STREETSCAPE OR ANY OTHER REQUIRED BUFFER CANNOT BE REMOVED. SITE DATA TABLE: OWNER/DEVELOPER LGI HOMES - NC, LLC 3037 SHERMAN DR. LANCASTER, SC 29720 CONTACT - BOBBY MACNAUGHTON (844)-566-4300 SITE ADDRESS: 5135 STATE HIGHWAY 210, ANGIER, NC 27501 PIN: 0662-17-8171 ZONING: RA-30 NUMBER OF LOTS IN PHASE 2: 73 (NOT INCLUDING OPEN SPACE AREAS) 1.29 LOTS PER ACRE OPEN SPACE REQUIRED OPEN SPACE: 10% PROPOSED OPEN SPACE: (AC.) 14.4 (21.5%) WATERSHED: NEILLS CREEK (CAPE FEAR RIVER) (WS-IV) SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 HARNETT COUNTY, NORTH CAROLINA FILED FOR REGISTRATION ON THE ______ DAY OF _______ AT _____ (AM / PM) AND DULY RECORDED IN MAP BOOK ______ AT PAGE ______ _______________________________________ REGISTER OF DEEDS OF HARNETT COUNTY NOTARY STATEMENT STATE OF _______________ COUNTY OF _______________ I CERTIFY THAT THE FOLLOWING PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY, EACH ACKNOWLEDGING TO ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOING DOCUMENT FOR THE PURPOSE STATED THEREIN AND IN THE CAPACITY INDICATED:_________________ DATE: _______________, 2022 _____________________________________________________ PRINTED NAME: ______________________ MY COMMISSION EXPIRES: _______________ REFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 STATE OF NORTH CAROLINA COUNTY OF HARNETT I, ______________________________ REVIEW OFFICER OF HARNETT COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. ___________________________________________________________________ REVIEW OFFICER DATE PUBLIC PLAT DECLARATION ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE MAINTENANCE OF ALL STREETS AND ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF LGI HOMES - NC, LLC AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ANY STREETS ON THIS PLAT ARE ADDED INTO THE NORTH CAROLINA STATE HIGHWAY SYSTEM. IF THE DISTRICT ENGINEER HAS NOT RECOMMENDED THAT THE N.C. DEPARTMENT OF TRANSPORTATION ACCEPT MAINTENANCE RESPONSIBILITY FOR THE REQUIRED PUBLIC ROAD IMPROVEMENTS BY THE TIME THAT THE COUNTY HAS ISSUED BUILDING PERMITS FOR SEVENTY-FIVE PERCENT (75%) OF THE LOTS SHOWN ON THE RECORD PLAT, THE COUNTY SHALL NOT ISSUE ANY MORE BUILDING PERMITS UNTIL THE DISTRICT ENGINEER MAKES SUCH A RECOMMENDATION AND FORMALLY NOTIFIES THE SUBDIVISION ADMINISTRATOR. I, HEREBY CERTIFY THAT THE DEVELOPMENT DEPICTED HEREON HAS BEEN GRANTED FINAL APPROVAL BY THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD OF THE REGULATIONS SET FORTH BY E-911 ADDRESSING, ENVIRONMENTAL HEALTH, FIRE MARSHALL, PLANNING AND PUBLIC UTILITIES OF HARNETT COUNTY, NORTH CAROLINA, SUBJECT TO RECORDATION IN THE HARNETT COUNTY OFFICE OF REGISTER OF DEEDS WITHIN THIRTY DAYS OF THE DATE BELOW. APPROVED _____________________________________ DATE _________________ DEVELOPMENT REVIEW CHAIRMAN CERTIFICATE OF IMPROVEMENTS MAINTENANCE I HEREBY CERTIFY THAT I ASSUME ALL FINANCIAL AND LEGAL RESPONSIBILITIES FOR THE MAINTENANCE AND UPKEEP OF ALL STREETS AND OTHER REQUIRED IMPROVEMENTS IN THE ATHERSTONE SUBDIVISION UNTIL SUCH TIME THAT THEY ARE ACCEPTED FOR MAINTENANCE BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR OTHER APPROPRIATE PUBLIC ENTITIES. ____________________________________________ DATE OWNER'S SIGNATURE I HEREBY CERTIFY THAT STORMWATER CONVEYANCE AND CONTROL MEASURES HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS TO THE BEST OF OUR ABILITIES. DUE CARE AND DILIGENCE WERE USED IN OBSERVATION AND CONSTRUCTION SUCH THAT CONSTRUCTION WAS OBSERVED TO BE BUILT WITHIN SUBSTANTIAL COMPLIANCE OF THE PERMIT AND OTHER SUPPORTING MATERIALS. ____________________________________________ DATE OWNER'S SIGNATURE AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THIS PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. ____________________________________________ DATE OWNER'S SIGNATURE I HEREBY CERTIFY THAT THE HARNETT COUNTY DEVELOPMENT REVIEW BOARD APPROVES OR APPROVES WITH CONDITIONS THIS PRELIMINARY PLAT AND AUTHORIZES THE DESIGN AND CONSTRUCTION OF UTILITIES AND INFRASTRUCTURE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL GOVERNMENT REGULATIONS AND EXPIRATION PERIODS THAT APPLY. ____________________________________________________ DEVELOPMENT REVIEW BOARD CHAIRMAN DATE CERTIFICATE OF OWNERSHIP AND DEDICATION I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF HARNETT COUNTY, NORTH CAROLINA AND THAT I HEREBY ADOPT THIS PLAN OF THE SUBDIVISION WITH MY FREE CONSENT AND ESTABLISH MINIMUM BUILDING SETBACK LINES AS NOTED. I FURTHER CERTIFY THAT I HAVE NOT BEEN INVOLVED AS AN OWNER, LEASER, OPTION HOLDER OR HAD ANY LEGAL OR EQUITABLE INTEREST IN ANY PROPERTY ADJACENT TO OR LOCATED DIRECTLY ACROSS A STREET, EASEMENT, ROAD RIGHT-OF-WAY FROM THE PROPERTY SHOWN AND DESCRIBED HEREON. ____________________________________________ DATE OWNER'S SIGNATURE AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 FUTURE PHASE III 1,156,241 SF OR 26.544 AC OPEN SPACE 10 148,828 SF OR 3.417 AC 186185 184 183 182 181 180 179 178 177 176 175 174 173 172 140141142143 144 145 146 160 161 162 163 164 165 166 167 157 158 159 171 170 169 168 147 148 149 150 151 152 153 154 155 156 128127 126125124123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 200'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 2 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 SHEET 3 1" = 200' 100'200'0'200' *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP SHEET 4 SHEET 5 SHEET 6SHEET 7 SHEET 8 SHEET 9 NC GRID(NAD 83-NSRS 2011)O FR SS PE SEAL L-3920 ON A LI LA ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON PIPE SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX COLESHILL ROAD186 185 184 183 182 181 180 179 178 177 140 141142 143 144 145 146 160 161 162 159 OPEN SPACE 10 148,828 SF OR 3.417 AC NEW VILLAS STREET N E W V I L L A S S T R E E T EVER G L A D E W A Y S16°55'02"W 50.62'C1(TOTAL)C2 (TOTAL) C3 (TOTAL) C4N87°16'10"E 208.13' (TOTAL) S87°16'10"W 208.13' (TOTAL) C5 (TO T A L ) C6 (TO T A L ) N 4 6 ° 5 4 ' 2 5 " W 2 0 3 . 1 1 ' ( T O T A L ) S 4 6 ° 5 4 ' 2 5 " E 5 8 8 . 6 9 ' ( T O T A L ) S 4 6 ° 5 4 ' 2 5 " E 5 8 8 . 6 9 ' ( T O T A L )C7(TOTAL)C8 (TOTAL)N43°05'35"E 229.73'S43°05'35"W 229.73' N4 6 ° 5 4 ' 2 5 " W 3 0 5 . 5 9 ' ( T O T A L ) N46°54'25"W 305.59' (TOTAL)C11 (TOTAL)C12 (TOTAL)N01°57'55"E 250.41'S5 5 ° 5 6 ' 4 7 " E 1 7 5 . 0 7 'S00°04'56"W 249.96'S00°10'24"W 250.05'S21°43'25"W 254.15'S4 6 ° 5 1 ' 2 3 " E 1 9 7 . 3 7 ' ( T O T A L )N43°05'35"E 250.05'S43°05'35"W 250.12' N66° 2 9 ' 5 2 " W 2 2 5 . 5 3 ' N84°49'40"W 225.38'N13°12'55"E 267.37'N30°42'19"E 261.89'N43°02'50"E 249.94'N43°04'12"E 249.92'N43°05'35"E 249.90'N43°06'58"E 249.88'N43°09'01"E 249.86'N43°12'28"E 249.84'N43°43'22"E 249.81'N4 6 ° 5 4 ' 2 5 " W 3 2 0 . 5 2 ' ( T O T A L )S43°05'38"W 250.00'S43°05'38"W 250.00'N43°05'35"E 250.00'S87°19'59"W 79.75' S88°10'14"W 72.81' N87°14'03"W 82.29' N 4 6 ° 5 3 ' 3 0 " W 7 8 6 . 8 6 ' ( T O T A L ) N 4 6 ° 5 3 ' 3 0 " W 7 8 6 . 8 6 ' ( T O T A L )C20C21C22 C23 C24 C25C2680.00'80.50'47.63' 194.02'14.11'N02°41'53"W 174.55' (TOTAL)82.42'92.14'N02°41'59"W75.13'C27 C28 C2 9 C30 C31 2.75' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 25 . 9 4 ' 80 . 2 5 ' 80 . 1 5 ' 80 . 1 0 ' 80 . 1 0 ' 80 . 1 0 ' 13 5 . 5 6 ' 88 . 3 5 ' 55 . 0 0 ' 13 . 1 1 ' 80 . 0 0 ' 55 . 0 0 ' C32 C33 C34 C35 C36 C37 58 . 0 9 ' 80 . 0 0 ' 80 . 0 0 ' 32 . 5 0 ' 49 . 5 6 ' 5.44' C 3 8 C 4 3 N87°19'34"E 207.24' (TOTAL) 88.23'80.10'38.91' 34 . 2 0 ' 80 . 0 0 ' 83 . 1 7 ' C59 C64 10 2 . 4 3 ' 80 . 0 0 'S44°11'07"W 205.46' (TOTAL) N4 8 ° 4 3 ' 3 2 " W 2 5 0 . 0 0 ' S44°11'07"W 205.46' (TOTAL)88.77'88.77'116.69'29,434 SF OR 0.676 AC 33,541 SF OR 0.770 AC 27,155 SF OR 0.623 AC 20,007 SF OR 0.459 AC 20,005 SF OR 0.459 AC 20,003 SF OR 0.459 AC 20,008 SF OR 0.459 AC 20,018 SF OR 0.460 AC 20,095 SF OR 0.461 AC 20,156 SF OR 0.463 AC 24,262 SF OR 0.557 AC 20,997 SF OR 0.482 AC 20,051 SF OR 0.460 AC21,740 SF OR 0.499 AC 20,432 SF OR 0.469 AC 20,007 SF OR 0.459 AC 20,741 SF OR 0.476 AC 25,576 SF OR 0.587 AC 20,001 SF OR 0.459 AC 20,000 SF OR 0.459 AC C650.463 AC 20,166 SF OR 0.463 AC 147 25,992 SF OR 0.597 AC 148 25,553 SF OR 0.587 AC C60C61L1L 2 L3L4 L5 L6L7 N43°09'01"E 249.86'S43°05'38"W 250.00' N84°49'40"W 225.38'N31°15'49"E 129.00'N14°16'50"E 151.48'N43°24'29"E 249.82'FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 3 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60'11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP NC GRID(NAD 83-NSRS 2011)O FR SS PE SEAL L-3920 ON A LI LA ND SURV E YORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 SEE SHEET 4MATCHLINESEE SHEET 5 MATCHLINE PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 S E E S H E E T 5 S E E S H E E T 4 SEE S H E E T 4 MAT C HLI N E AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON PIPE SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX 183 182 181 180 179 178 177 176 175 174 173 172 160 161 162 163 164 165 166 167 157 158 N E W V I L L A S S T R E E T FUTURE PHASE III 1,156,241 SF OR 26.544 AC EV E R G L A D E W A Y N 4 6 ° 5 4 ' 2 5 " W 2 0 3 . 1 1 ' ( T O T A L ) S4 6 ° 5 4 ' 2 5 " E 5 8 8 . 6 9 ' ( T O T A L ) S4 6 ° 5 4 ' 2 5 " E 5 8 8 . 6 9 ' ( T O T A L )C7(TOTAL)C8 (TOTAL)N43°05'35"E 229.73'S43°05'35"W 229.73'N 4 6 ° 5 4 ' 2 5 " W 3 0 5 . 5 9 ' ( T O T A L ) N46°54'25"W 305.59' (TOTAL)C9 (TOTAL)C10 (TOTAL)S24°47'44"W 578.25' (TOTAL)S24°47'44"W 578.25' (TOTAL)N24°47'44"E 189.29' (TOTAL)C1 4 ( T O T A L ) S65° 1 2 ' 1 6 " E 2 7 0 . 7 9 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 7 0 . 7 9 ' ( T O T A L ) C15 (TOTAL)C16(TOTAL)N24°47'44"E 225.00'N43°04'12"E 249.92'N43°05'35"E 249.90'N43°06'58"E 249.88'N43°09'01"E 249.86'N43°12'28"E 249.84'N43°43'22"E 249.81'N57°50' 5 1" E 2 4 9. 9 0' N73°07'35 " E 2 4 9 . 9 8' N88°24'19"E 250.02' S76°18'5 7 " E 2 5 0 . 0 2 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 ' N 4 6 ° 5 4 ' 2 5 " W 3 2 0 . 5 2 ' ( T O T A L )S43°05'38"W 250.00'S43°05'38"W 250.00'N43°05'35"E 250.00'N56°21' 1 4" E 25 0. 0 0' N85°49'52"W 250.00' N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 'S48°34'59"W 216.96' N64°26' 0 2" E 1 8 8. 2 1' N 4 6 ° 5 3 ' 3 0 " W 7 8 6 . 8 6 ' ( T O T A L )N24°47'44"E 343.78' (TOTAL)S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 ' N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' 2.75' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 80 . 0 0 ' 81 . 3 7 ' 80 . 8 7 ' 80 . 2 5 ' 80 . 1 5 ' 80 . 1 0 ' 55 . 0 0 ' 13 . 1 1 ' C32 C33 C34 C35 C36 C37 58 . 0 9 ' 80 . 0 0 ' 80 . 0 0 ' 32 . 5 0 ' 49 . 5 6 ' 5.44' C 3 8C39C40C41C42 C 4 3C44C45C46C47C48C4921.82'81.55'80.01'80.00'55.00'14.29'80.00'40.00'C7 5 5.81' 90.0 0 ' 90.0 0 ' 84.9 8 ' 35.7 9 ' 235. 0 0 ' C76 C77 C78C79 84.29'80.00'40.00'S24°47'44"W 204.29' (TOTAL)80 . 0 0 ' 80 . 0 1 ' 58 . 0 8 ' S67° 4 3 ' 2 1 " E 7 3 1 . 3 1 'S20°56'30"W 645.03'81.55'22.18'20,007 SF OR 0.459 AC 20,005 SF OR 0.459 AC 20,003 SF OR 0.459 AC 20,008 SF OR 0.459 AC 20,018 SF OR 0.460 AC 20,095 SF OR 0.461 AC 20,156 SF OR 0.463 AC 27,253 SF OR 0.634 AC 27,848 SF OR 0.639 AC 27,857 SF OR 0.640 AC 27,860 SF OR 0.640 AC 25,880 SF OR 0.594 AC 171 20,389 SF OR 0.468 AC 170 20,002 SF OR 0.459 AC 25,576 SF OR 0.587 AC 20,001 SF OR 0.459 AC 20,000 SF OR 0.459 AC 21,754 SF OR 0.499 AC 20,625 SF OR 0.473 AC 21,250 SF OR 0.488 AC 21,024 SF OR 0.483 AC 20,000 SF OR 0.459 AC 21,718 SF OR 0.499 AC 21,593 SF OR 0.496 AC OR 0.465 AC L 2 L3 L4 L5 L6L7 L8 L9L10L11L12L13 L14L16 N43°09'01"E 249.86'S43°05'38"W 250.00'N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 'N24°47'44"E 225.00'N 3 9 ° 3 4 ' 2 3 "W 1 4 1 . 2 0 'N24°32 '39 "W 146 .22 'N09°15'03"W 146.23 'N06°02'38"E 146.24'N19°14'03"E 106.14'OR 26.544 AC N43°24'29"E 249.82'FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 4 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60' 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 ON A LI LA ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 SEE SHEET 7 MATCHLINE SE E S H E E T 6 MA T C H L I N E SEE SHEET 6 MATCHLINE S E E S H E E T 5MA T C H L I N E MATCHLINESEE SHEET 3MAT C H LI N E SEE S H E E T 3NC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON PIPE SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX 161 162 157 158 159 159 E V E R G L A D E W A Y IVY B A N K C O U R T IVY B A N K C O U R T IVY B A N K C O U R T C11 (TOTAL)C12 (TOTAL)S26°53 '37 "E 58 . 69 'N26° 53 '37 "W58 .69 ' (TOTAL ) C 1 3 ( T O T A L ) C1 4 ( T O T A L ) S65° 1 2 ' 1 6 " E 2 7 0 . 7 9 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 7 0 . 7 9 ' ( T O T A L ) N84°49'40"W 225.38' S76°50'22"W 2 2 5 . 1 7 ' S63°06' 2 3 " W 2 2 5. 0 0' S55°0 9'05" W 225.0 0'S39°55'12"W 225.00'N24°47'44"E 225.00'N24°47'44"E 225.00'S24°47'44"W 225.00'N4 6 ° 5 4 ' 2 5 " W 3 2 0 . 5 2 ' ( T O T A L ) N26°53'37"W 58.74' (TOTAL) N65° 1 2 ' 1 6 " W 2 8 6 . 3 6 ' ( T O T A L )S43°05'38"W 250.00'N43°05'35"E 250.00'S48°34'59"W 216.96' N64°26' 0 2 " E 1 8 8. 2 1' 20.09' 38.60'20 .14 '38. 60 'C71 C 7 2 C7 3 C7 4 C7 5 5.81' 90.0 0 ' 90.00 ' 35.7 9 ' 6.36' 90.0 0 ' 90.00 ' 99.9 8 '84.29'80.00'40.00'S24°47'44"W 204.29' (TOTAL)10 2 . 4 3 ' 80 . 0 0 ' 80 . 0 1 ' 58 . 0 8 '68.49'30.47'C81 (TOTA L )C82S65° 1 2 ' 1 6 " E 5 3 3 . 1 2 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 5 3 3 . 1 2 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 8 6 9 . 1 6 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 869. 1 6 ' ( T O T A L )N24°47'55"E 164.19'C 8 3 ( TO T A L ) N 4 5 ° 2 7 ' 2 6 " W 2 6 0 . 8 4 ' ( T O T A L )S44°11'07"W 205.46' (TOTAL) S44°11'07"W 205.46' (TOTAL) S65°12'16"E 1943.08' (TOTAL)S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'N24°39'35"E 300.00' (TOTAL)29.6 5 ' 25.3 5 ' 164. 3 4 ' 61.12' 105. 0 3 ' 147. 6 3 ' 105.03' 19 . 1 2 ' 80 . 5 0 ' 8 0 . 5 0 ' 80 . 7 2 '88.77'88.77'C 8 8 C 8 9C90C91 C70 C68 250.00'50.00'80.00' 80.0 0 ' 80.0 0 ' 80.0 0 ' 69.9 9 '10.01' 10.00' 70.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 20,001 SF OR 0.459 AC 21,718 SF OR 0.499 AC 21,593 SF OR 0.496 AC C65C6620,166 SF OR 0.463 AC 20,166 SF OR 0.463 AC 148 25,553 SF OR 149 25,525 SF OR 0.586 AC 150 23,822 SF OR 0.547 AC C61C62C63151 21,412 SF OR 0.492 AC 152 24,337 SF OR 0.559 AC 153 25,391 SF OR 0.583 AC 154 20,250 SF OR 0.465 AC 155 20,250 SF OR 0.465 AC 20,000 SF OR 0.459 AC 20,000 SF OR 0.459 AC 107 20,000 SF OR 0.459 AC 106 20,000 SF OR 0.459 AC 105 20,000 SF OR 0.459 AC 104 20,000 SF OR 0.459 AC 103 L17 L18L26 L27 L28 L29 L30 L32 L33L34 C12 (TOTAL)C65C11 (TOTAL)N84°49'40"W 225.38'N24°47'44"E 225.00'S24°39'35"W 250.00'N14°16'50"E 151.48'N04°04'14"W 151.42'N20°06 '37 "W 113 .55 ' N30°50'51"W 72.40' N 4 2 ° 2 6 ' 2 6 "W 1 3 9 . 5 9 ' OPEN SPACE 10 148,828 SF OR 3.417 AC OPEN SPACE 10 148,828 SF OR 3.417 AC OPEN SPACE 10 148,828 SF OR 3.417 AC FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 5 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60'11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 ON A LI L A ND SUR V E YORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 MATCHLINE SEE SHEET 3 MATCHL I N E SEE SH E E T 3MA T C H L I N E S E E S H E E T 4 SEE S H E E T 6 MATC H LI N E SEE SHEET 6MATCHLINENC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON PIPE SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX N24°47'55"E 249.82'173 172 165 166 167 157NEW VILLAS STREETE V E R G L A D E W A Y IVY B A N K C O U R T IV Y B A N K C O U R TLIME GROVE WAYIVY B A N K C O U R T EV E R G L A D E W A Y S24°47'44"W 578.25' (TOTAL)S24°47'44"W 578.25' (TOTAL)N24°47'44"E 189.29' (TOTAL)S26° 53 '37 "E58 .69 'N26 °5 3 ' 37 "W58.69 ' (TOTA L ) C 1 3 ( T O T A L ) C1 4 ( T O T A L ) S65° 1 2 ' 1 6 " E 2 7 0 . 7 9 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 7 0 . 7 9 ' ( T O T A L ) C15 (TOTAL )C16(TOTAL)N24°47'44"E 308.96' (TOTAL)S63°0 6' 2 3" W 2 2 5. 0 0' S55°0 9'05" W 225.00'S39°55'12"W 225.00'N24°47'44"E 225.00'N24°47'44"E 225.00'S24°47'44"W 225.00'S76°18'5 7 " E 2 5 0 . 0 2 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 ' N26°53'37"W 58.74' (TOTAL) N65° 1 2 ' 1 6 " W 2 8 6 . 3 6 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 'S48°34'59"W 216.96'N24°47'44"E 343.78' (TOTAL)S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 ' N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 'C42C48C4921.82'81.55'80.01'80.00'80.05'88.47'55.00'14.29'80.00'40.00'20.09' 38.60'38.6 0 'C71 C 7 2 C7 3 C7 4 C7 5 5.81' 90.0 0 ' 90.0 0 ' 84.9 8 ' 35.7 9 ' 235. 0 0 ' 6.36' 90.0 0 ' 90.0 0 ' 99.9 8 ' C76 C77 C78C79 C80 84.29'80.00'S24°47'44"W 204.29' (TOTAL)22.04'32.96'125.94'21.30' 7.76'68.49'30.47'21.30'125.05'C81 (TOTA L )C82(TOTAL)S65° 1 2 ' 1 6 " E 5 3 3 . 1 2 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 5 3 3 . 1 2 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 8 6 9 . 1 6 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 869. 1 6 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 8 6 9 . 1 6 ' ( T O T A L )N24°47'55"E 164.19'S65° 1 2 ' 1 6 " E 1 9 4 3 . 0 8 ' ( T O T A L )C84(TOTAL )N24°47'44"E 235.00' (TOTAL)S24°47'44"W 235.00' (TOTAL)C85 (TOTA L) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 2 1 . 4 3 ' ( T O T A L ) N65°12'16"W 221.43' (TOTAL) S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L ) S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L )S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'N24°39'35"E 300.00' (TOTAL)N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'55"E 249.83'S24°47'55"W 249.82'29.6 5 ' 25.3 5 ' 164. 3 4 ' 61.12' 105. 0 3 ' 147. 6 3 ' 105.03'C90C91 C70 C69 C68 80.04'80.00'80.01'81.55'22.18'80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 13.0 0 '55.0 0 '250.00'50.00'80.1 0 ' 80.1 0 ' 80.1 0 ' 73.3 0 ' 6.79'80.1 0 ' 80.1 0 ' 83.0 1 ' 6.79' 55.0 0 ' 10.50' 80.0 0 ' C67 C58 C57 C56 80.00' 80.0 0 ' 80.0 0 ' 80.0 0 ' 69.9 9 '10.01' 10.00' 70.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 14.1 6 ' 55.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 '165.14'176.76'27,860 SF OR 0.640 AC 25,880 SF OR 0.594 AC 171 20,389 SF OR 0.468 AC 170 20,002 SF OR 0.459 AC 169 20,000 SF OR 0.459 AC 168 20,012 SF OR 0.459 AC 21,250 SF OR 0.488 AC 21,024 SF OR 0.483 AC 20,000 SF OR 0.459 AC 21,718 SF OR 0.499 AC 150 23,822 SF OR 0.547 AC 151 21,412 SF OR 0.492 AC 152 24,337 SF OR 0.559 AC 153 25,391 SF OR 0.583 AC 154 20,250 SF OR 0.465 AC 155 20,250 SF OR 0.465 AC 156 22,448 SF OR 0.515 AC 128 20,689 SF OR 0.475 AC 127 20,011 SF OR 0.459 AC 126 20,011 SF OR 0.459 AC 125 20,009 SF OR 0.459 AC 124 20,011 SF OR 0.459 AC 123 20,011 SF OR 0.459 AC 122 20,012 SF OR 0.459 AC 20,046 SF OR 0.460 AC 20,917 SF OR 0.480 AC 113 20,000 SF OR 0.459 AC 112 20,000 SF OR 0.459 AC 111 20,000 SF OR 0.459 AC 110 20,000 SF OR 0.459 AC 109 20,000 SF OR 0.459 AC 108 20,000 SF OR 0.459 AC 107 20,000 SF OR 0.459 AC 106 20,000 SF OR 0.459 AC 105 20,000 SF OR 0.459 AC 104 20,000 SF OR 0.459 AC 103 L14L15L16 L17 L18L19 L20 L21 L22L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33L34 L35 L47 N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 'N24°47'44"E 225.00'S24°39'35"W 250.00'N24°47'55"E 249.83'S24°39'35"W 250.00'N24°47'44"E 249.83'N30°50'51"W 72.40' N 4 2 ° 2 6 ' 2 6 " W 1 3 9 . 5 9 'N06°02'38"E 146.24'N19°14'03"E 106.14'OPEN SPACE 10 148,828 SF OR 3.417 AC OPEN SPACE 10 148,828 SF OR 3.417 AC FUTURE PHASE III 1,156,241 SF OR 26.544 AC FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 6 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60' 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 ON A LI L A ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON PIPE SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 MATC H LI N E SEE S H E E T 5 MATCHLINESEE SHEET 5MATCHLINESEE SHEET 5MATCHLINE SEE SHEET 4 MA T C H L I N E SEE S H E E T 4 SEE S H E E T 7 MAT C H LI N E SEE SH E E T 7 MATCHL I N E NC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC N24°47'55"E 249.82'NEW VILLAS STREETIVY B A N K C O U R TLIME GROVE WAYIV Y B A N K C O U R T S24°47'44"W 578.25' (TOTAL)C16(TOTAL)N24°47'44"E 308.96' (TOTAL)N24°47'44"E 343.78' (TOTAL)N65° 1 2 ' 1 6 " W 2 5 0 . 0 0 ' S65° 1 2 ' 1 6 " E 2 5 0 . 0 0 '80.00'80.05'88.47'84.9 8 ' C78C79 C80 22.04'32.96'125.94'21.30' 7.76'21.30'125.05'(TOTAL)N65° 1 2 ' 1 6 " W 8 6 9 . 1 6 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 8 6 9 . 1 6 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 1 9 4 3 . 0 8 ' ( T O T A L )C84(TOTAL )N24°47'44"E 235.00' (TOTAL)S24°47'44"W 235.00' (TOTAL)C85 (TOTA L) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 2 1 . 4 3 ' ( T O T A L ) N65°12'16"W 221.43' (TOTAL) C86 (TOTAL) C87 (TOTAL)S33°16'30"W 254.27'S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L ) S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L ) S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L )S20°56'30"W 645.03'S5 8 ° 5 4 ' 3 8 " E 1 5 5 7 . 1 3 'N24°47'38"E 278.06'S24°47'38"W 207.81'S24°47'38"W 249.67'N24°51'06"E 250.00'N24°51'06"E 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°39'35"W 250.00'S24°47'44"W 249.84'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'55"E 249.83'S24°47'55"W 249.82'N65°12'22"W 65.46' (TOTAL) C69 80.04'80.00'80.01'67.1 7 ' 80.1 0 ' 80.10 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.10 ' 80.1 0 ' 13.0 0 '55.0 0 ' 117. 3 5 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 73.30 ' 6.79'80.1 0 ' 80.1 0 ' 83.0 1 ' 6.79' 55.0 0 ' 10.50' 80.0 0 ' 75.9 3 ' C67 C58 C57 C56 C55C54C 5 3C52 C51C50 80.0 0 ' 80.0 0 ' 80.0 0 ' 80.0 0 ' 14.1 6 ' 55.0 0 ' 80.0 0 ' 93.5 0 ' 80.2 3 ' 80.0 0 ' 43.2 5 ' 37.0 0 ' 50.0 0 ' 37.0 0 ' 46.5 6 ' 80.0 0 ' 80.0 0 ' 80.0 0 '37.22'12.11'20.53'165.14'176.76'20.53'37.22'0.49' 170 169 20,000 SF OR 0.459 AC 168 20,012 SF OR 0.459 AC 156 22,448 SF OR 0.515 AC 128 20,689 SF OR 0.475 AC 127 20,011 SF OR 0.459 AC 126 20,011 SF OR 0.459 AC 125 20,009 SF OR 0.459 AC 124 20,011 SF OR 0.459 AC 123 20,011 SF OR 0.459 AC 122 20,012 SF OR 0.459 AC 121 20,012 SF OR 0.459 AC 120 20,012 SF OR 0.459 AC 119 24,673 SF OR 0.566 AC 118 20,983 SF OR 0.482 AC 117 20,063 SF OR 0.461 AC 116 20,027 SF OR 0.460 AC 20,000 SF OR 0.459 AC 115 20,046 SF OR 0.460 AC 114 20,917 SF OR 0.480 AC 113 20,000 SF OR 0.459 AC 112 20,000 SF OR 0.459 AC 111 20,000 SF OR 0.459 AC 110 20,000 SF OR 0.459 AC 109 34.2 9 ' 31.1 7 ' C 1 9 L15L16 L19 L20 L21 L22L23 L24 L25 L31 L35 L36 L37 L38 L39L40 C18 L42 L43L44 C17 L45L46 L47 L48 L49 L50 L51 L52 N24°47'55"E 249.83'S24°39'35"W 250.00'N24°47'44"E 249.83'N24°51'06"E 250.00'FUTURE PHASE III 1,156,241 SF OR 26.544 AC FUTURE PHASE III 1,156,241 SF OR 26.544 AC FUTURE PHASE III 1,156,241 SF OR 26.544 AC LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 BEARING N26° 35' 53"E N38° 46' 37"W S61° 14' 49"E N28° 45' 11"E N61° 14' 49"W S28° 09' 50"W S55° 02' 13"E N88° 10' 38"E S01° 49' 22"E S88° 10' 38"W S88° 10' 38"W N01° 49' 22"W N88° 10' 38"E N32° 55' 32"E S16° 39' 55"W N07° 56' 56"E S85° 20' 12"E S04° 39' 48"W N85° 20' 12"W S85° 20' 12"E S67° 03' 39"E N06° 10' 11"E S82° 47' 37"W S55° 23' 13"W N85° 20' 12"W N24° 47' 44"E S65° 12' 16"E S24° 47' 44"W N73° 20' 05"W S69° 16' 15"W S57° 04' 28"E DISTANCE 70.97' 69.80' 1.05' 16.06' 23.02' 7.68' 69.80' 3.80' 20.00' 3.80' 17.17' 20.00' 17.17' 69.80' 69.80' 38.15' 39.68' 20.00' 47.01' 29.98' 54.51' 62.06' 23.99' 31.61' 28.09' 7.00' 61.12' 7.00' 69.80' 63.73' 69.80' LINE TABLE LINE L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 BEARING S25° 40' 33"W S64° 19' 27"E N25° 40' 33"E N57° 04' 28"W N78° 17' 12"W S11° 42' 48"W S78° 17' 12"E S24° 47' 44"W N65° 12' 16"W N44° 49' 39"W S78° 17' 12"E N11° 42' 48"E N78° 17' 12"W N65° 12' 16"W N24° 47' 44"E S73° 20' 05"E N62° 57' 35"W N84° 15' 43"W N84° 15' 43"W S85° 57' 16"W S85° 57' 16"W N71° 43' 49"W N71° 43' 49"W N18° 14' 04"E N74° 56' 00"E S74° 56' 00"W S18° 14' 04"W N87° 23' 23"W N87° 23' 23"W N44° 49' 39"W DISTANCE 3.85' 20.00' 4.15' 69.80' 18.78' 20.00' 14.13' 34.29' 25.00' 266.71' 5.40' 20.00' 0.76' 25.00' 34.29' 69.80' 10.20' 194.54' 168.06' 203.10' 200.86' 215.16' 202.60' 196.66' 401.72' 388.56' 209.86' 400.37' 386.37' 243.57' FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 7 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60' 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 O N A LI L A ND SUR V E YORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON REBAR SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 10 FOR CURVE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 MAT C H LI N E SEE S H E E T 6 MATCHLINE SEE SHEET 4 MATCHL I N E SEE SHE E T 6 MATCHLINESEE SHEET 6SEE S H E E T 8 MATC H LI N E SEE SHEET 8MATCHLINESEE SHEET 8MATCHLINENC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC LIME GROVE WAYIVY B A N K C O U R T S65° 1 2 ' 1 6 " E 1 9 4 3 . 0 8 ' ( T O T A L ) S65°12' 1 6 " E 1 9 4 3 . 0 8 ' ( T O T A L )C84(TOTAL )N24°47'44"E 235.00' (TOTAL)S24°47'44"W 235.00' (TOTAL)C85 (TOTA L) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) S65° 1 2 ' 1 6 " E 7 7 5 . 9 7 ' ( T O T A L ) N65° 1 2 ' 1 6 " W 2 2 1 . 4 3 ' ( T O T A L ) N65°12'16"W 221.43' (TOTAL) C86 (TOTAL) C87 (TOTAL)S33°16'30"W 254.27'S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L ) S65° 1 2 ' 2 0 " E 8 4 1 . 1 5 ' ( T O T A L ) S5 8 ° 5 4 ' 3 8 " E 1 5 5 7 . 1 3 ' S58 ° 5 4 ' 3 8 " E 1 5 5 7 . 1 3 'N24°47'38"E 278.06'S24°47'38"W 207.81'S24°47'38"W 249.67'N24°51'06"E 250.00'N24°51'06"E 250.00'S24°47'44"W 249.84'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'44"E 249.83'N24°47'44"E 249.83'N65°12'22"W 65.46' (TOTAL)80.04'67.1 7 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 117. 3 5 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 80.1 0 ' 73.3 0 ' 6.79' 55.0 0 ' 10.50' 80.0 0 ' 75.9 3 ' C67 C58 C57 C56 C55C54C 5 3C52 C51C50 345. 3 0 ' 345. 3 0 ' 80.0 0 ' 93.5 0 ' 80.2 3 ' 80.0 0 ' 43.2 5 ' 37.0 0 '165.14'124 20,011 SF OR 0.459 AC 123 20,011 SF OR 0.459 AC 122 20,012 SF OR 0.459 AC 121 20,012 SF OR 0.459 AC 120 20,012 SF OR 0.459 AC 119 24,673 SF OR 0.566 AC 118 20,983 SF OR 0.482 AC 117 20,063 SF OR 0.461 AC 116 20,027 SF OR 0.460 AC 20,000 SF OR 0.459 AC 115 20,046 SF OR 0.460 AC 114 34.2 9 ' 31.1 7 ' C 1 9 219. 0 2 ' 31.2 0 ' L35 L42 L43L44 L45L46 L47 L48 L49 L50 L51 L52 L53 L54L55 L56 L57 L58L53 L54 L56 L57 N24°47'44"E 249.83'N24°51'06"E 250.00'FUTURE PHASE III 1,156,241 SF OR FUTURE PHASE III 1,156,241 SF OR 26.544 AC FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 8 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60' 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 ON A LI LA ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON REBAR SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES* MATC H LI N E SEE S H E E T 7 MATCHLINESEE SHEET 7SEE SHEET 9MATCHLINESEE SHEET 9MATCHLINEMATCHLINESEE SHEET 7SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 NC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC S65° 1 2 ' 1 6 " E 1 9 4 3 . 0 8 ' ( T O T A L ) S5 8 ° 5 4 ' 3 8 " E 1 5 5 7 . 1 3 ' 345. 3 0 ' 345. 3 0 ' N78°32'06"E 92.84' N87°33'57"E 124.23' (TOTAL)N37°31'02"E 130.96' (TOTAL)S 3 4 ° 1 3 ' 3 5 " E 6 7 . 9 6 ' S88°40'21"E 269.27'N3 4 ° 0 3 ' 4 4 "W 8 5 . 7 1 ' N68°55'3 6 " E 1 1 5 . 0 0'N10°45'40"E 101.93'S81°27'23"E 2 0 9 . 2 9 ' N22°43'15"E 37.04' 100.91'128.16'2.80'23.32' L51 L52 L53 L54L55 L56 L57 L58L59 L60 L 6 1 L4 1 L53 L54 L56 L57 FUTURE PHASE III 1,156,241 SF OR 26.544 AC FUTURE PHASE III 1,156,241 SF OR 26.544 AC FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 9 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 1" = 60' 30'60'0'60' 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA VICINITY MAP O FR SS PE SEAL L-3920 ON A LI L A ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 WATER METER WATER VALVE FIRE HYDRANT LINE NOT SURVEYED LINE SURVEYED IPF IRON PIPE FOUND IRF IRON REBAR FOUND COMPUTED POINT LOT NUMBER IRON REBAR SET W WATER LINE & SIZE EXISTING WETLANDS X" FM FORCEMAIN LINE (4" ON ALL PIPES) SANITARY SEWER (8" ON ALL PIPES) SANITARY SEWER MANHOLE LEGEND XXX *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* *SEE SHEET 10 FOR CURVE TABLES*MATCHLINESEE SHEET 8SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 NC GRID(NAD 83-NSRS 2011)PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCESMATCHLINESEE SHEET 8MATCHLINESEE SHEET 8SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 RADIUS 525.00' 15.00' 275.00' 225.00' 250.00' 200.00' 15.00' 15.00' 250.00' 300.00' 250.00' 200.00' 300.00' 250.00' 15.00' 15.00' 26.00' 26.00' 50.00' LENGTH 228.64' 22.26' 67.54' 38.05' 199.94' 159.95' 23.56' 23.56' 312.86' 375.43' 305.37' 244.30' 200.60' 167.16' 23.56' 23.56' 12.47' 12.47' 22.25' CHORD BEARING S28°47'54"W N58°49'54"E N85°41'40"W N87°53'08"W S69°49'07"E S69°49'07"E S01°54'25"E N88°05'35"E S11°03'21"E S11°03'21"E N08°05'59"E N08°05'59"E N46°02'57"W N46°02'57"W S69°47'44"W S20°12'16"E N51°27'41"W N78°56'52"W S37°42'24"E CHORD 226.83' 20.27' 67.37' 38.01' 194.66' 155.73' 21.21' 21.21' 292.84' 351.41' 286.74' 229.39' 196.88' 164.07' 21.21' 21.21' 12.35' 12.35' 22.07' DELTA 024°57'08" 085°01'09" 014°04'18" 009°41'23" 045°49'25" 045°49'25" 090°00'00" 090°00'00" 071°42'09" 071°42'09" 069°59'12" 069°59'12" 038°18'39" 038°18'39" 090°00'00" 090°00'00" 027°29'11" 027°29'11" 025°29'56" TANGENT 116.16' 13.75' 33.94' 19.07' 105.66' 84.53' 15.00' 15.00' 180.65' 216.77' 175.01' 140.01' 104.21' 86.84' 15.00' 15.00' 6.36' 6.36' 11.31' CURVE TABLE CURVE C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 RADIUS 525.00' 525.00' 525.00' 15.00' 15.00' 275.00' 275.00' 250.00' 250.00' 250.00' 200.00' 200.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 250.00' LENGTH 65.74' 106.99' 55.91' 18.13' 4.13' 12.28' 55.26' 65.89' 80.00' 54.05' 86.50' 73.45' 13.97' 4.35' 5.23' 18.33' 3.36' 1.88' 57.86' CHORD BEARING S37°41'15"W S28°15'44"W S19°22'24"W N50°56'53"E S86°32'32"E N79°56'15"W N86°58'25"W S85°10'48"E S68°27'43"E S53°06'03"E S80°20'25"E S57°25'43"E S20°13'05"E S14°47'03"W S33°05'43"W S81°54'33"E N56°40'44"E N46°40'53"E S40°16'36"E CHORD 65.69' 106.80' 55.89' 17.05' 4.11' 12.28' 55.17' 65.70' 79.66' 53.95' 85.83' 73.04' 13.47' 4.34' 5.21' 17.21' 3.35' 1.88' 57.73' DELTA 007°10'26" 011°40'34" 006°06'07" 069°15'06" 015°46'02" 002°33'29" 011°30'50" 015°06'04" 018°20'05" 012°23'16" 024°46'50" 021°02'35" 053°22'40" 016°37'37" 019°59'43" 070°00'17" 012°49'08" 007°10'35" 013°15'39" TANGENT 32.91' 53.68' 27.98' 10.36' 2.08' 6.14' 27.72' 33.14' 40.34' 27.13' 43.94' 37.15' 7.54' 2.19' 2.64' 10.50' 1.69' 0.94' 29.06' CURVE TABLE CURVE C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 RADIUS 250.00' 250.00' 250.00' 250.00' 300.00' 300.00' 300.00' 300.00' 300.00' 300.00' 300.00' 50.00' 50.00' 50.00' 50.00' 25.00' 25.00' 15.00' 15.00' LENGTH 128.85' 20.01' 16.14' 90.00' 77.25' 80.00' 68.80' 11.20' 8.81' 71.19' 58.18' 12.83' 13.62' 80.00' 89.88' 26.71' 4.07' 18.33' 5.23' CHORD BEARING S18°52'51"E S01°49'22"E S02°19'10"W S14°28'56"W S39°31'47"E S24°30'47"E S10°18'12"E S02°39'50"E S00°45'13"E S06°53'09"W S19°14'23"W S57°48'30"E S17°09'04"E S36°29'29"W N46°10'25"W S25°16'39"E S60°32'32"E N79°47'35"E N34°47'35"E CHORD 127.43' 20.00' 16.14' 89.51' 77.04' 79.76' 68.65' 11.19' 8.81' 71.02' 58.09' 12.80' 13.58' 71.74' 78.26' 25.45' 4.06' 17.21' 5.21' DELTA 029°31'52" 004°35'06" 003°41'58" 020°37'35" 014°45'16" 015°16'44" 013°08'27" 002°08'17" 001°40'56" 013°35'48" 011°06'41" 014°42'17" 015°36'44" 091°40'24" 102°59'48" 061°12'17" 009°19'28" 070°00'17" 019°59'43" TANGENT 65.89' 10.01' 8.07' 45.49' 38.84' 40.24' 34.55' 5.60' 4.40' 35.76' 29.18' 6.45' 6.85' 51.48' 62.85' 14.79' 2.04' 10.50' 2.64' CURVE TABLE CURVE C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 RADIUS 15.00' 250.00' 250.00' 250.00' 250.00' 250.00' 200.00' 200.00' 200.00' 15.00' 15.00' 15.00' 15.00' 300.00' 300.00' 300.00' 250.00' 250.00' 15.00' LENGTH 5.23' 5.46' 80.00' 80.00' 79.99' 59.92' 5.27' 220.00' 19.03' 18.33' 18.33' 5.23' 5.24' 41.22' 80.19' 79.19' 56.74' 110.42' 5.23' CHORD BEARING S14°47'52"W N42°28'02"E N32°40'26"E N14°20'21"E N03°59'40"W N20°01'38"W N42°20'19"E N10°04'17"E N24°10'03"W S30°12'08"E N30°12'08"W N14°47'52"E S34°46'27"W N30°49'47"W N42°25'22"W N57°38'32"W N33°23'44"W N52°33'03"W N75°12'08"W CHORD 5.21' 5.46' 79.66' 79.66' 79.65' 59.78' 5.27' 209.07' 19.03' 17.21' 17.21' 5.21' 5.22' 41.19' 79.95' 78.96' 56.62' 109.53' 5.21' DELTA 019°59'43" 001°15'06" 018°20'05" 018°20'05" 018°19'56" 013°43'59" 001°30'33" 063°01'31" 005°27'08" 070°00'17" 070°00'17" 019°59'43" 020°02'00" 007°52'19" 015°18'52" 015°07'28" 013°00'14" 025°18'26" 019°59'43" TANGENT 2.64' 2.73' 40.35' 40.35' 40.34' 30.11' 2.63' 122.62' 9.52' 10.50' 10.50' 2.64' 2.65' 20.64' 40.33' 39.83' 28.49' 56.13' 2.64' CURVE TABLE CURVE C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 RADIUS 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 563.35' 15.00' 15.00' 25.00' 50.00' 563.35' 563.35' 563.35' 15.00' LENGTH 18.33' 3.99' 1.24' 18.33' 23.56' 23.56' 232.54' 23.56' 23.56' 30.77' 218.59' 61.79' 54.30' 116.46' 18.33' CHORD BEARING S59°47'52"W S57°35'02"E S47°35'10"E S10°12'25"E S69°47'44"W N20°12'16"W S33°00'34"E S20°12'16"E N69°47'44"E S29°56'24"E S60°04'55"W S41°43'51"E S35°44'52"E S27°06'24"E S79°47'35"W CHORD 17.21' 3.98' 1.24' 17.21' 21.21' 21.21' 230.89' 21.21' 21.21' 28.87' 81.67' 61.76' 54.28' 116.25' 17.21' DELTA 070°00'17" 015°14'28" 004°45'15" 070°00'17" 090°00'00" 090°00'00" 023°39'01" 090°00'00" 090°00'00" 070°31'45" 250°29'08" 006°17'04" 005°31'22" 011°50'40" 070°00'17" TANGENT 10.50' 2.01' 0.62' 10.50' 15.00' 15.00' 117.95' 15.00' 15.00' 17.68' 70.77' 30.93' 27.17' 58.44' 10.50' FIELD DATE FILE NO. DATE DWG. NO.CREW CHIEF APPROVED SCALE 1" = 60'OF REVIEWEDDRAWN NSR172033 02/11/2018 BPS DET JT/TET TET 10 10BOHLER ENGINEERING- ALL RIGHTS RESERVED.THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF BOHLER ENGINEERING, IS PROHIBITED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR NOT TO SCALE RALEIGH, NCCHARLOTTE, NCCENTRAL VIRGINIABALTIMORE, MD WASHINGTON, DCNORTHERN VIRGINIASOUTHERN MARYLAND SOUTHEASTERN PAUPSTATE NEW YORK LEHIGH VALLEY, PAPHILADELPHIA/SOUTHERN NJWARREN, NJNEW YORK METROBOSTON, MA www.bohlerengineering.com 4130 PARKLAKE AVENUE, SUITE 130 RALEIGH, NORTH CAROLINA 27612 919.578.9000 NCBELS:P-1132 11/18/2022 BLACK RIVER TOWNSHIP, HARNETT COUNTY, NORTH CAROLINA MAJOR SUBDIVISION PLAT FOR ATHERSTONE PHASE 2 SUBDIVISION VICINITY MAP LGI HOMES - NC, LLC PIN: 0662-17-8171 DB 3702, PG 115 O FR SS PE SEAL L-3920 O N A LI L A ND SUR V E Y ORREFERENCES DB 1270, PG 989 DB 1025, PG 523 DB 1554, PG 326 DB 721, PG 258 DB 1332, PG 916 DB 1301, PG 147 DB 900, PG 251 DB 813, PG 479 DB 801, PG 319 DB 824, PG 242 DB 985, PG 368 DB 2913, PG 493 DB 1087, PG 237 DB 1087, PG 240 DB 2710, PG 571 DB 1567, PG 10 DB 1620, PG 379 DB 2116, PG 900 DB 3335, PG 374 DB 6E, PG 286 DB 3641, PG 879 DB 3072, PG 115 DB 3757, PG 370 PB 22, PG 4 PB 2000, PG 561 PB 2007, PG 1092 PB 2018, PG 253 PB 2019. PG 163 PB 2019, PG 404 PB 2022, PG 325 *SEE SHEET 1 FOR NOTES AND CERTIFICATIONS* *SEE SHEET 7 FOR LINE TABLES* SETBACK REQUIREMENTS RA-30 FRONT YARD: 35' REAR YARD: 20' SIDE YARD: 10' CORNER SIDE YARD: 20' MAX BUILDING HEIGHT: 35' PROPOSED MINIMUM LOT SIZE: (SF) 20,000 PROPOSED MINIMUM LOT WIDTH: (FT) 80 PRELIMINARY - NOT FOR RECORDATION, SALES OR CONVEYANCES SITE ASHELY DR MAGNUM RD NEILLSCREEK RDUS 401 NUS 401 NHARNETT CENTRAL RD HAR N E T T CEN T R A L R D NC 210 NNC 210 NNC 55 WPHASE I AREA TABULATION (BY COORDINATE COMPUTATION): AREA IN PHASE 2..................................1,972,111 SF / 45.273 AC AREA IN LOTS..............................1,591,927 SF / 36.543 AC AREA IN OPEN SPACE.....................148,828 SF / 3.417 AC AREA IN PUBLIC R/W........................231,356 SF / 5.313 AC AREA IN FUTURE PHASE 3...................1,156,241 SF / 26.544 AC TOTAL SITE AREA..................................3,128,352 SF / 71.817 AC