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Home My WebLink About20124 - Highgrove Pointe PRELIMINARY PLAT REVISED 7-20-21SITE RAY ROAD SR 1121 HIGHGROVE DR SR 2508 MCKAY DR SR 1122 Not to Scale VICINITY MAP HIGHGROVE POINTE SUBDIVISION HARNETT, NC PRELIMINARY PLAT IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO SITE EXCAVATION, GRADING, OR DIGGING TO HAVE THE EXISTING UTILITIES LOCATED.XXXXXXX3-9-21 PER DRB COMMENTSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXPreliminary Plat: Not For Sales, Recordation or Conveyance SHEET INDEX SHEET TITLE C00 COVER SHEET C01 EXISTING CONDITIONS C02 OVERALL PLAN C03 PHASE 1 DETAIL C04 PHASE 2 & 3 DETAIL C05 PHASE 4 DETAIL SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w ww .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:COVER SHEETHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C00 1-4-21 20124 RR NONE OWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE 7-10-21 PER DRB COMMENTS 12''w12''w12' 'w6''W 6' 'W 6'' W 6'' W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS FM FM FM FM FM FMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8SS8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 2''W 2''W 6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6' 'W2''W 2''W 2''W 6''W6''W6''W6''W6''W8SS8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6' 'W 6''W 6''W 6''W 6''W 6''W6''W6''W 8SS WETWET WETWETWET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWET WET WET WET WE T WETWETWET WET WET WET WET WET WET WET WE T WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWE T WE T WET WETWETWE T WETWET WE T WETWETWET WETWET WETWETWE T WETWET WET WE T WET WET WET WET WETWETWETWET WET WET WETWET WET WETWET WET WETWET WET WE T WETWET WET WETWETWETWETWETWETWETWETWETWETWETWE T WET W E T WETWETWETWETWET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET W E T WETWETWETWET WET WETWE T WETWETWETWETWE T WE T WET WET WET WET WET WE T WET WET WETWETWET WET WETWETWETWET WETWETWET WET WET WET WET WETWETWETWET WET WETWETWETWET WETWETWETWETW E T WET WE T WET WETWETWETWETWETWET WET WET WET WETWETWETWETWETWETWET WET WET WET WET WET WET WETWET WET WET WET WET WET WE T WET WET WETWE T W E T WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET Gordon A. Mason Stafford Land Company DB 3368, PG 830 MB 2008, PG 464 Sammy Daniels DB 3857, PG 159 Land Use: MH Shane C h a u n t el DB 318 3 , P G 7 6 6 Land U s e: M H Dennis L . D a y DB 127 1 , P G 8 5 7 Land U s e: S F Anderson Creek Community Church, SBC DB 892, PG 736 Land Use: Church Gordo n A. M a s o n DB 25 0 6 , P G 9 7 0 MB 200 8 , P G 6 8 4 Zoning : R A - 2 0 M Allison Gif f o r d DB 273 9 , P G 7 3 9 MB 201 0 , P G 2 2 0 Zoning: R A - 2 0 M Ayesh a M a r ti n e z DB 26 8 1 , P G 1 4 4 MB 20 0 9 , P G 5 4 0 Zoning : R A - 2 0 M Courtn e y M a s o n & Timmy L e m o n s DB 271 1 , P G 4 0 4 MB 200 9 , P G 6 3 9 Zoning : R A - 2 0 M United States of America DB 1184, PG 403 "JUMPING RUN CREEK" Run of Creek is Boundary Line 200'190'195' 205' 210'215' 175' 180' 185' 19 0 ' 17 5 ' 1 8 0 '18 0 '185' 1 8 5 ' 205'210'215'220'175' 180' 185' 190' 245' 240' 200' 185' 190' 195'245'240' 235' 225' 230'225' 220'215'2 1 0 '205'195' 240' 245'250' 255' 265'270' 2 8 5 ' 29 0 ' 305' 300' 275' 205'200' 1 9 5 ' 1 9 0 ' 185' 180'18 0 ' 185 ' 2 0 5 ' 210' 215' 220' 235' 240' 245' 250'255' 260' 265'270' 275' 260' 255' 220' 225'230'195'2 0 0 '205' 210' 215' 220' 225' 230' 230' 2 3 5 ' 240'24 5 ' 2 5 0 ' 25 5 '260' 26 5 ' 2 7 0 ' 275' 280' 285'290' 230' 24 0 ' 245' 275' 230' 2 9 5 ' 30 0 ' 275' 2 8 0 ' 270' 295' 265' 22 5 ' 21 5 ' 2 2 0 ' General Notes 1.This map is not in accordance with GS 47-30. 2.Area by coordinate method. 3.Property is not located in a water supply watershed. 4.Ray Road is on the North Carolina Department of Transportation Thoroughfare Plan. 5.A portion of this property does lie in a FEMA Designated Special Flood Hazard Area per FIRM Map No.3720050400J with effective date of October 3, 2006; FIRM Map No.3720050300K with effective date of January 5, 2007. 6.Contour Interval = 5' based on Lidar Data. 7.There does exist a Conservation Buffer along Jumping Run Creek, and since this property is served by water and sewer, encroachment into this buffer will be allowed. 8.Boundary Information taken from Survey completed by SNS Engineering; 1-14-2012. 9.Wetland delineation completed by Hal Owen & Associates; 4-11-2013. Owner/Developer Stafford Land Co., Inc. 246 Valleyfield Lane Southern Pines, NC 27387 Attn: Bob Stafford 910-692-9808 LINE TABLE LINE# L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 LENGTH 135.17' 75.70' 142.35' 99.52' 199.70' 46.10' 50.17' 58.22' 32.33' 49.89' 59.03' 24.47' 60.02' 184.07' 86.32' 21.89' 107.68' 160.97' 60.20' 104.57' 134.75' BEARING S44°37'53"E S70°17'18"E N50°45'53"E N88°50'22"E S59°54'38"E S36°43'07"E S72°03'37"E N53°56'23"E S86°25'33"E S28°29'21"E S75°29'49"E N52°49'52"E S80°19'56"E N39°14'27"E N61°39'09"E S79°23'11"E S40°58'00"E N88°21'08"E S66°18'34"E S26°27'28"E S17°41'54"E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCenterline of Creek FEMA Special Flood Hazard Area (SFHA) 10 Yr. Flood Zone WETLANDS WETLANDSOUT IN WETLANDS WETLANDS WETLANDS NEW C A S T L E L N ( P U B L I C - S R T B D )ANDOVER WAY (PUBL IC - SR TBD )SEDGEFIELD LN (PUBL IC - SR 2619 ) HIGHG R O V E D R ( P U B L I C - S R 2 5 0 8 ) IRF 18.00' From CL IPF: 2.46' From CL Highgrove at Anderson Creek Phase 1 DB 2008, Pg 464 Highgrove at Anderson Creek Phase 6A DB 2012, Pg 78 Highgrove at Anderson Creek Phase 6B DB 2012, Pg 379 111.10 ACRES SITE DATA: SITE JURISDICTION:HARNETT COUNTY TOWNSHIP:ANDERSON CREEK ADDRESS:TBD (RAY ROAD) PIN #'S:0504-70-3216.000 0504-81-1296.000 DEED BOOK & PAGE:DB 2711, Pg 574 DB 2950, Pg 771 DB 3201, Pg 94 CURRENT ZONING:RA-20R & COMMERCIAL LAND USE:ARR ZONING OVERLAY:MILITARY CORRIDOR BUFFER Existing 20' Wide Sewer Easement Existing Sewer Manhole 20' Centerline of Creek SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w ww .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:EXISTING CONDITIONSHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C01 1-4-21 20124 RR 1" = 200' SS GAS W OHU UGU X X X X X X X X F Legend: S C CI HDPE RCP FES 10P 100' 100' S D 3-9-21 PER DRB COMMENTSEXISTING NCDOT EASEMENT OWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE EXISTING 12" WATERLINE 7-10-21 PER DRB COMMENTS 12' 'w12''w12''w 6' 'W6''W 6'' W 6'' W 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS FM FM FM FM FM FMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 2''W2''W 6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6' 'W 2''W 2''W 2''W 6''W6''W6''W6''W6''W8SS8SS8SS8SS8SS8SS8 S S 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6' 'W 6''W 6''W 6''W 6''W 6''W6''W6''W8SSWETWET WETWETWET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWET WET WET WET WE T WETWETWET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETW E T WE T WET WETWETWE T WETWE T WET WETWETWET WETWET WETWETWE T WETWET WET WET WET WET WET WETWETWETWETWET WET WET WETWET WET WET WET WET WETWET WET WET WETWET WET WETWETWETWETWETWETWETWETWETWETWETW E T W E T WE T WET WETWETWET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WETWETWETWET WET WETWET WETWETWETWETWET WET WE T W E T WET WET WET WE T WET WET WET WET WET WET WETWETWETWET WET WETWET WET WET WET WET WETWETWETWET WET WETWETWE T WET WETWETWETWETWET WETWET WET WETWETWETWETWETWETWET WET WET WETWETWETWETWETWETWET WET WET WET WET WET WET WETWET WET WET WET WET WET WE T WET WET WETWET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET 2''W2''W2''W6''W 6'' W 6' 'W6''W 6'' W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W 2''W 2'' W 2''W2''W6''W6''W6''W 6''W 6''W 6''W 6''W6''W6''W2''W2''W2''WPLAY GRO U N D S.W.M. S.W.M. S.W.M. S.W.M. S.W.M. S.W.M. Gordon A. Mason 8S S 8SS 8SS 8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS 8SS 8SS8SS 8SS 8S S 8S S 8SS 8SS8SS8SS8SS8SS8SS8SS8SS OS 1 OS 5 OS 3 OS 2 Stafford Land Company DB 3368, PG 830 MB 2008, PG 464 Sammy Daniels DB 3857, PG 159 Land Use: MH Shane C h a u nt el DB 31 8 3, P G 7 6 6 Land U s e : M H Dennis L . D a y DB 12 7 1 , P G 8 5 7 Land U s e : S F Anderson Creek Community Church, SBC DB 892, PG 736 Land Use: Church Gordo n A. M a s o n DB 250 6, P G 9 7 0 MB 20 0 8, P G 6 8 4 Zoning : R A - 2 0 M Allison Gi ff o r d DB 273 9 , P G 7 3 9 MB 201 0, P G 2 2 0 Zoning : R A - 2 0 M Ayesh a M a rti n e z DB 268 1 , P G 1 4 4 MB 20 0 9 , P G 5 4 0 Zoning: R A - 2 0 M Courtn e y M a s o n & Timmy L e m o n s DB 271 1 , P G 4 0 4 MB 200 9 , P G 6 3 9 Zoning : R A - 2 0 M United States of America DB 1184, PG 403 "JUMPING RUN CREEK" Run of Creek is Boundary Line 200'190' 195' 205' 210'215' 175' 180' 185' 19 0 '175' 1 8 0 ' 1 80 '185' 18 5 ' 205'210'215'220'175' 180' 185' 190' 245' 240' 200' 185' 190' 195'245'240' 235' 225' 230'225' 220'215'2 1 0 '205'195' 240' 245'250' 255' 265'270' 2 8 5 ' 29 0 ' 305' 300' 275' 205' 2 00 '19 5 ' 1 9 0 ' 185' 180' 1 80 '185' 2 0 5 ' 210' 215' 220' 235' 240' 245' 250'255' 260' 265'270' 275' 260' 255' 220' 225'230'195'2 0 0 '205' 210' 215' 220' 225' 230' 230' 23 5 ' 240'24 5 ' 2 5 0 ' 25 5 '260' 26 5 ' 2 7 0 ' 275' 280' 285'290' 230' 24 0 ' 245' 275' 230'OS 640 12,656 SF 39 12,551 SF 56 15,257 SF 96 12,159 SF 95 12,044 SF 9412,032 SF 93 11,502 SF 92 13,079 SF 38 13,307 SF 41 13,606 SF 65 12,582 SF 64 12,026 SF 66 17,212 SF 76 13,607 SF 7512,632 SF 71 12,657 SF 69 12,871 SF 112,454 SF 2 12,076 SF 3 12,087 SF 4 12,131 SF 5 13,324 SF 6 13,079 SF 11 12,135 SF 10 12,134 SF 23 13,256 SF 25 13,307 SF 26 12,841 SF 27 12,250 SF 28 12,250 SF 29 12,250 SF 30 12,250 SF 55 12,008 SF 54 12,043 SF 53 12,171 SF 52 12,485 SF 51 12,126 SF 50 12,038 SF 49 12,019 SF 48 12,622 SF 47 12,316 SF 4615,197 SF 63 12,727 SF 91 15,531 SF 99 12,110 SF 98 12,026 SF 97 14,665 SF 108 13,236 SF 107 12,249 SF 83 13,387 SF 82 14,567 SF 81 14,322 SF 100 12,772 SF 102 12,114 SF 115 14,119 SF 11713,673 SF 118 12,403 SF 72 12,580 SF 2413,065 SF 31 12,173 SF 33 12,133 SF 34 13,869 SF 35 12,176 SF 36 12,311 SF 37 12,482 SF 42 13,647 SF 43 15,551 SF 77 13,125 SF 78 13,125 SF 79 13,736 SF 80 12,722 SF 101 13,760 SF59 12,567 SF 57 12,291 SF 58 12,643 SF 2012,662 SF 62 12,254 SF 61 12,419 SF 60 12,080 SF 74 13,030 SF73 12,493 SF 70 16,767 SF 68 12,058 SF 67 12,058 SF 712,344 SF8 12,018 SF9 12,223 SF 12 12,496 SF 13 12,127 SF 1412,302 SF 15 12,309 SF 16 12,317 SF 1712,628 SF 1812,694 SF 19 12,845 SF 2112,515 SF 2212,515 SF 45 14,753 SF 44 12,743 SF 105 12,052 SF 104 12,110 SF 103 12,412 SF 119 14,237 SF 123 12,420 SF 12212,235 SF 121 12,168 SF 12013,756 SF 116 13,821 SF 87 12,830 SF 90 13,157 SF 106 12,195 SF 84 15,330 SF 85 16,423 SF 86 12,769 SF 88 13,115 SF 8917,039 SF 2 9 5 ' 30 0 ' 275' 2 8 0 ' 270' 295' 265' 22 5 ' 21 5 ' 2 2 0 ' S S S S S S S S S S S S S S S S S S S S S S S S S S 109 14,668 SF 110 12,150 SF 11112,150 SF 112 12,150 SF 113 12,437 SF11413,438 SF OS 9 OS 4 50' 20' 20'RAY ROAD( PUBLIC - SR 1121)PARK AREA #1 PARK AREA #2 OS 8 OS 7 32 12,200 SF OS 10 30' S S 6''W 6''W 6''W 6''W 6''W 6''W F F F F FFFF F FF Length of Streets Sedgefield Lane 1,912 LF Andover Way 1,698 LF Grantham Court 455 LF Tamworth Court 187 LF New Haven Drive 664 LF Sandhurst Way 791 LF Valleyfield Court 518 LF Burntwood Drive 1,778 LF TOTAL 63.26 Ac. OPEN SPACE TABLE OS # OS 1 OS 2 OS 3 OS 4 OS 5 OS 6 OS 7 OS 8 OS 9 OS 10 ACRES 0.08 Ac. 0.03 Ac. 0.10 Ac. 54.41 Ac. 1.01 Ac. 0.23 Ac. 0.66 Ac. 0.71 Ac. 5.50 Ac. 0.53 Ac. GENERAL NOTES 1.THIS MAP IS NOT IN ACCORDANCE WITH GS 47-30. 2.AREA BY COORDINATE METHOD. 3.PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED. 4.ALL LOT AREAS SHOWN ARE IN SQUARE FEET. 5.RAY ROAD IS ON THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION THOROUGHFARE PLAN. 6.A PORTION OF THIS PROPERTY DOES LIE IN A FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA PER FIRM MAP NO.3720050400J WITH EFFECTIVE DATE OF OCTOBER 3, 2006; FIRM MAP NO.3720050300K WITH EFFECTIVE DATE OF JANUARY 5, 2007. 7.A TWENTY FOOT EASEMENT MUST BE PROVIDED TO HARNETT COUNTY FOR ALL UTILITIES NOT INSTALLED WITHIN THE RIGHT-OF-WAY OF SUBDIVISION STREETS EXCEPT AS SHOWN ON THIS PLAN. 8.CONTOUR INTERVAL = 5' BASED ON LIDAR DATA. 9.AVERAGE LOT SIZE: 12,720 SF 10.THERE DOES EXIST A CONSERVATION BUFFER ALONG JUMPING RUN CREEK, AND SINCE THIS PROPERTY IS SERVED BY WATER AND SEWER, ENCROACHMENT INTO THIS BUFFER WILL BE ALLOWED. 11.PHASE 1-4 ARE TO BE NEW PHASES CONSTRUCTED UNDER THE COMPATIBILITY DESIGN CONCEPT. 12.THIS IS A PRELIMINARY PLAN. ACTUAL LAYOUT MAY VARY AT TIME OF DESIGN AND PERMITTING. 13.ALL ROADS WILL BE DEDICATED TO PUBLIC USE AND ALL UTILITIES WITHIN RIGHT OF WAYS WILL BE DEDICATED TO THE PUBLIC. 14.ALL DRAINAGE EASEMENTS, STREETSCAPE BUFFERS, OPEN SPACES, MAIL KIOSKS, PARKS, & PLAYGROUNDS WILL BE MAINTAINED BY THE HOME OWNER'S ASSOCIATION. 15.THIS PROJECT IS LOCATED IN THE MILITARY CORRIDOR OVERLAY AND MAY BE AFFECTED BY OPERATIONS ON BASE FROM TIME TO TIME. 16.FOUNDATION SURVEYS WILL BE REQUIRED ON ALL LOTS LESS THAN 15,000 SQFT. 17.RAY ROAD IS ON THE NCDOT THOROUGHFARE PLAN. 18.APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND WASTEWATER SYSTEM TO MEET FUTURE WATER AND WASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL. 19.SIDEWALKS AND STREET TREES ARE TO BE MAINTAINED BY THE HOME OWNERS 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. SIDEWALK 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 A REPAIR/MAINTENANCE OF THE PUBLIC WATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THE ASSOCIATION RESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITY. Owner/Developer Stafford Land Co., Inc. 246 Valleyfield Lane Southern Pines, NC 27387 Attn: Bob Stafford 910-692-9808 I hereby certify that the development hereon has been granted final approval by the Harnett County Development Review Board pursuant to the regulations set forth by E-911 Addressing, Environmental Health, Fire Marshal, Planning, and Public Utilities of Harnett County, N.C., subject to recordation in the Harnett County Office of Register of Deeds within thirty days of the date below. Development Review Board Chairman XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSCALE: STANDARD LOCAL STREET WITH CURB & GUTTER1.1 NONE NOTES: 1.NORMAL CROWN OF 0.02' PER FOOT UNLESS OTHERWISE REQUIRED TO HAVE SUPERELEVATION. CUT FILL ℄ 30" CONCRETE ROLLED CURB & GUTTER PAVEMENT 2" SF9.5B 6" A.B.C.3:1 MAXIMUM SLOPE (TYP.) 9.50 SHOULDER 60' RIGHT OF WAY 5' SIDEWALK 30"12'12'30" 9.50' SHOULDER 4.00 %2.00 % 30'30' 60' 29' (BACK TO BACK) 3.50' GRASS STRIP 1.50' (TYP) STREET TREE (TYP.) STREET TREES SHALL BE SPACED NO MORE THAN 50' APART ALONG ALL ROADWAYS AND SHALL NOT BE REMOVED. Front Minimum Width Side Setbacks 70'150' Typical DepthRear Typical Lot Setbacks 25'10'20'12,000 SF Min. Corner Side Street=20' Compatibility Design - Phases 1-4 Total Acreage:111.10 Acres Total # of Phases:4 Total # of Lots:123 Open Space: Required (20%):22.22 Acres Improved required :2.22 Acres (10%of Required) Total Provided:63.26 Acres Improved Provided:2.27 Acres Current Zoning:RA-20R Land Use:Agricultural & Rural Residential and Environmentaly Sensitive Area (ARR) Minimum Lot Area:12,000 SF Minimum Lot Width:70' Max. Lot Impervious %:50% Density:1.11 Units / Acre *5' sidewalks to be provided on one side of the roadway. *Street trees to be provided on both sides of roadway. Setbacks Front 25' Side 10' Corner Side 20' Rear 20' PROPOSED WALKING TRAILS (TYP.) PROPOSED PLAYGROUND AND GRAVEL PARKING AREA (TYP.) PROPOSED STORMWATER MANAGEMENT AREAS (TYP.) PROPOSED STORMWATER MANAGEMENT AREAS (TYP.) PROPOSED SCHOOL BUS PICKUP AND CLUSTER MAILBOX (TYP.) PROPOSED SCHOOL BUS PICKUP AND CLUSTER MAILBOX (TYP.) BUR N T W O O D D R NE W H A V E N D R SANDHURST WAYVALLEYFIELD CT T A M W O R T H C T GRANTHAM CT SED G E FI EL D L N ANDO V E R W A Y NEW C A S T L E L N ANDOVER WAYSEDGEFIELD LN HIGHG R O V E D R "Phase 1" "Phase 2" "Phase 3" "Phase 4" 200' Conservation Buffer 200'WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS Fenceline (Typ.) OUT 6''W 6''W 2''W 8SS 98' Iron Pipe Found Iron Rod Found Iron Rod Set Concrete Monument Found Proposed Right of Way Boundary Line Boundary Lines not Surveyed Proposed Lot Lines Existing Contour Approximate Location of 6" Waterline Proposed 6" Waterline Proposed 2" Waterline Proposed Sewer Line & Manhole Proposed Phaselines Proposed Easement Proposed Street Light Proposed Water Valve Proposed Fire Hydrant Proposed Stormwater Mngt. Area F S Legend S.W.M. IN OUT IN FEMA Special Flood Hazard Area (SPFHA) 10 Yr. Flood Zone Centerline of Creek Highgrove at Anderson Creek Phase 1 DB 2008, Pg 464 Highgrove at Anderson Creek Phase 6A DB 2012, Pg 78 Highgrove at Anderson Creek Phase 6B DB 2012, Pg 379 PROPOSED SEWER EASEMENT 0.22 Acres (9,599 SF) PROPOSED SCHOOL BUS PICKUP AND CLUSTER MAILBOX (TYP.) SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w w w .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:OVERALL PLANHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C02 1-4-21 20124 RR 1" = 200' R/W R/W R 44.50'R 27.50'R 2 5 ' R 35'R 6 0 ' R 3 2 . 5 0 ' ℄60' R/W120'29' B-BTYPICAL CUL-DE-SAC DIMENSIONS 5' SIDEWALK 7'5' SIDEWALK R/W R/W ℄60' R/W29' B-BCLUSTER MAILBOX UNIT TYPICAL CLUSTER MAILBOX PULLUP DIMENSIONS 25'50'25'3-9-21 PER DRB COMMENTSEXISTING NCDOT EASEMENT 30' STREETSCAPE BUFFER 50' PRIME VIEWS & VISTAS PAR K A R E A #3 OWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE RIGHT IN & RIGHT OUT 20' DRAINAGE EASEMENT 7-10-21 PER DRB COMMENTSESTIMATED CONSTRCUTION SCHEDULE COMPLETION OF FINAL PLANS & SPECIFICATIONS BEGINNING OF CONSTRUCTION END OF CONSTRUCTION PHASE 1 8/1/2021 11/1/2021 2/1/2022 PHASE 2 8/1/2021 2/1/2022 5/1/2022 PHASE 3 8/1/2021 5/1/2022 8/1/2022 PHASE 4 8/1/2021 8/1/2022 11/1/2022 6' 'W6''W 6' 'W 6'' W 6'' W 6'' W 6''W 6''W 6''W 6''W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W 8SS8SS8SS8SS8SS8SS 8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS8SSFM FM FM FM FM FM FM FM FMFMFMFMFM FM FM FM FM FM 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 2''W2''W 2''W 2''W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6'' W 6''W 6' 'W 6' 'W2''W2''W 2''W 2''W 2''W 8SS8SS8SS8SS8SS8SS8SS8SS8SS8 SS 8 SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6' 'W 6'' W 6''W 6''W 6''W 6''W 6''W 6''W 8SS 8SSWETWETWET WETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETW E T WET WE T WET WET WET WETWETWETWET WET WET WE T WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET W E T WE T WETWET WETWETWETWETWET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WETWETWETWETWETWETWET WET WETWET WET WETWETWETWETWETWETWE T WET WE T WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWETWETWETWETWETWET WETWETWETWET WET WET WET WET WETWET WET WET WETWETWETWETWETWET WET WET WET WETWETWETWE T WET WET WETWE T WETWETWETWETWE T WE T WETWE T WET WET WETWETWETWET WET WET WET WET WET WET WETWETWETWET WET WET 6''W 6''W 6''W 2''W2''W2''W2''W6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W6''W6''WS.W.M. S.W.M. S.W.M. 8 S S 8S S 8SS 8SS 8SS8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS8SS 8SS 8SS8SS8SS8SS Courtn e y M a s o n & Timmy L e m o n s DB 271 1 , P G 4 0 4 MB 200 9 , P G 6 3 9 Zoning : R A - 2 0 M United States of America DB 1184, PG 403 "JUMPING RUN CREEK" Run of Creek is Boundary Line 200'190' 195' 205' 210' 215' 175' 180' 185' 1 9 0 ' 17 5 ' 1 8 0 ' 1 8 0 '185' 1 8 5 ' 205'210'215'220'175' 180' 185' 190' 245' 240' 200' 185' 190' 195'245'240' 235' 225' 230'225' 220'215'2 1 0 '205'195' 205'200'19 5 ' 1 9 0 ' 185' 180'180 '185' 2 0 5 ' 210' 225' 230' 40 12,656 SF 39 12,551 SF 38 13,307 SF 41 13,606 SF 1 12,454 SF 2 12,076 SF 3 12,087 SF 4 12,131 SF 513,324 SF 6 13,079 SF 1112,135 SF 10 12,134 SF 23 13,256 SF 25 13,307 SF 26 12,841 SF 2712,250 SF 28 12,250 SF 29 12,250 SF 30 12,250 SF 24 13,065 SF 31 12,173 SF 33 12,133 SF 34 13,869 SF 35 12,176 SF 36 12,311 SF 37 12,482 SF 4213,647 SF 43 15,551 SF 20 12,662 SF 7 12,344 SF 8 12,018 SF 9 12,223 SF 12 12,496 SF 13 12,127 SF 14 12,302 SF 15 12,309 SF 16 12,317 SF 17 12,628 SF 18 12,694 SF 19 12,845 SF 21 12,515 SF 22 12,515 SF S S S S S S S S 32 12,200 SF 49.5 6 ' CH=57.98'CH=93.14'CH=93.96'84.72'42.25'CH=53.22'70.00'75.00'70.00'75.00'73.8 7 '114.25'CH=31.98' CH=55.44' CH=33.56'27.20'CH=78.08' CH=116.59' CH=75.64' CH=57. 7 3' 91.01' 62.68' CH=34.98' 12.31' 70.00' 70.00' 95.00' 85.64' CH=7 0. 0 0'CH=70.00'40.99' CH=39.06'70.00'72.00'70.00'70.00'70.00'55.41'72.00'72.00'72.00'CH=63.57'CH=79.52'CH=45.27'68.60'43.87'CH=27.82' 24.73'CH=48.12'CH=40.00' CH=40.00' CH=40.00' CH=56.88' CH=10.46' 6.43' CH=14.59' CH=3.69' CH=11.36' C w w C C w w C C w wC C w w C C w w C C w w C C w w C C w w C C w w C C w w C CwwC C w w C C w w C C w w C C w w C CwwC CwwC Cw w C C w w C C w w C C w w C C w F F FI hereby certify that the development hereon has been granted final approval by the Harnett County Development Review Board pursuant to the regulations set forth by E-911 Addressing, Environmental Health, Fire Marshal, Planning, and Public Utilities of Harnett County, N.C., subject to recordation in the Harnett County Office of Register of Deeds within thirty days of the date below. Development Review Board Chairman LINE TABLE LINE# L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 LENGTH 135.17' 75.70' 142.35' 99.52' 199.70' 46.10' 50.17' 58.22' 32.33' 49.89' 59.03' 24.47' 60.02' 184.07' 86.32' 21.89' 107.68' 160.97' 60.20' 104.57' 134.75' BEARING S44°37'53"E S70°17'18"E N50°45'53"E N88°50'22"E S59°54'38"E S36°43'07"E S72°03'37"E N53°56'23"E S86°25'33"E S28°29'21"E S75°29'49"E N52°49'52"E S80°19'56"E N39°14'27"E N61°39'09"E S79°23'11"E S40°58'00"E N88°21'08"E S66°18'34"E S26°27'28"E S17°41'54"E XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOpen Space 3 0.10 Acres Open Space 2 0.03 Acres Open Space 1 0.08 Acres Open Space 4 30.60 Acres (54.41 Acres Total) WETLANDS WETLANDS WETLANDS WETLANDS Compatibility Design - Phase 1 Total Area 42.93 Acres Total Lots 42 Total Open Space 30.60 Acres Minimum Lot Size 12,000 SF Minimum Lot Width 70' *5' sidewalks to be provided on one side of the roadway. *Street trees to be provided on both sides of roadway. Setbacks Front 25' Side 10' Corner Side 20' Rear 20' Existing manhole from "Highgrove at Anderson Creek - Phase 6B" Plat Cabinet 2012, Page 379 Proposed School Bus Pickup & Cluster Mailbox (Typ.) Connect 6" waterline to existing from "Highgrove at Anderson Creek - Phase 6A" Plat Book 2012, Page 78 2" Blow Off 5' Wide Sidewalk (Typ.)20'20'20' Sewer Easement 200' Conservation Buffer 200'OUT IN OUT IN FEMA Special Flood Hazard Area (SPFHA) 10 Yr. Flood Zone Centerline of Creek SE D G E F I E L D L N ANDO V E R W A Y NEW C A S T L E L N "Phase 2" "Phase 2" "Phase 2" Highgrove at Anderson Creek Phase 6B DB 2012, Pg 379 ANDOVER WAY Highgrove at Anderson Creek Phase 6A DB 2012, Pg 78 SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w ww .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:PHASE 1 DETAILHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C03 1-4-21 20124 RR 1" = 120'3-9-21 PER DRB COMMENTSOWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE 6''W 6''W 2''W 8SS 98' Iron Pipe Found Iron Rod Found Iron Rod Set Concrete Monument Found Proposed Right of Way Boundary Line Boundary Lines not Surveyed Proposed Lot Lines Existing Contour Approximate Location of 6" Waterline Proposed 6" Waterline Proposed 2" Waterline Proposed Sewer Line & Manhole Proposed Phaselines Proposed Easement Proposed Street Light Proposed Water Valve Proposed Fire Hydrant Proposed Stormwater Mngt. Area F S Legend S.W.M.7-10-21 PER DRB COMMENTS 6''W6''W 6' 'W 6' 'W6''W 8SS 8SS 8SS 8SS 8SS 8SS8SSWET WET WET WETWETWETWET WE T WETWETWETW E T W E T WE T WET WETWETWETWET WET WET WETWETWETWET WE T WETWETWET2''W2''W2''W2''W2''W2''W2''W6'' W 6''W 6'' W 6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W6''W6''W6''W6''W2''W2''W 2'' W 2'' W 8SS 8SS8SS8SS8SS8SS 8SS 8SS 8SS8SS8S S 8S S 8S S 8S S 8SS8SS8SSStafford Land Company DB 3368, PG 830 MB 2008, PG 464 Sammy Daniels DB 3857, PG 159 Land Use: MH Shane C h a u nt el DB 318 3, P G 7 6 6 Land U s e : M H DB 12 7 1 , P G 8 5 7 Anderson Creek Community Church, SBC DB 892, PG 736 Land Use: Church 240' 245'250' 255' 265' 270' 2 8 5 ' 29 0 ' 305' 300' 275' 270' 275' 260' 255'24 0 ' 245' 275' 96 12,159 SF 95 12,044 SF 94 12,032 SF 93 11,502 SF 92 13,079 SF 76 13,607 SF 75 12,632 SF 71 12,657 SF 55 91 15,531 SF 97 14,665 SF 108 13,236 SF 107 12,249 SF 83 13,387 SF 82 14,567 SF 81 14,322 SF 77 13,125 SF 78 13,125 SF 7913,736 SF 80 12,722 SF 74 13,030 SF 73 12,493 SF 105 12,052 SF 104 12,110 SF 87 12,830 SF 90 13,157 SF 106 12,195 SF 84 15,330 SF 85 16,423 SF 86 12,769 SF 88 13,115 SF 89 17,039 SF 2 95 ' 30 0 ' 275' 2 8 0 ' 270' 295' 265' S S S S S S S S S S 109 110 12,150 SF 111 12,150 SF 20' 20'98.00 '77.53 '83.42 ' 91 .00 ' 70. 4 0 ' 78.9 6 ' CH=4.60' CH = 1 6 1 . 7 6 ' 102.93'CH=39.50'67.13'47.14'116.35'79.33'CH=49.15 ' 20.91'CH=70.00'CH=51.29' CH=33.77'CH=103.83'CH=50.97'51.94'75.00'75.00'67.1 3 ' CH=38.43'115.65'CH=48.90' CH=31.76'CH=113.91'CH=80.71'CH=128.64'10 3 .68 '94 .81 ' 73 . 1 5 ' 59 . 3 2 ' CH=14.67'CH=48.75' CH=47.62'CH=40.00'CH = 7 8 . 8 8 ' 34. 2 7 ' CH=39.34'52.19'CH=31.98'32.46'CH=20.48' CH=10.70' CH=29.62' CH=31.76' CH=35.36' CH=26.03' CH=31.36'79.33'C w w C C w w C C w w C CwwC C w w C C w w C C w w C C w w C C w w C C w w C C w w CC w w C C w w C w C C w w C w C C w w C C w F F FF6'' W 6'' W 6'' W6''W 6''W 6''W 6''W 6''W 6''W 6''W 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 6' 'W 6' 'W 6' 'W8SS8SS8SS8SS8SS8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET W E T W E T WE T W E T WET WET WET WETWETWETWET WET WETWET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WETWETWETWET WET WET WET WET WET WETWET WET WET WETWETWETWETWETWETWET WET WET WET WET WETWETWETWETWE T WET WET WET WETWE T WETWETWETWETWETWETW E T W E T WETW E T WE T WET WET WETWETWETWETW E T WETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WE T WET WET WET WET WETWETWET WET WET WETWET WETWET WET WET WET WET WET WET WET WET WE T WE T WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET6''W 6'' W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W 6''W 6''W 6''W2''W2''W 2''W 2'' W 6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W6''W6''W6''W2''W2''W2''W2''W2''W2''W2''WPLAYGRO UN D S.W.M. S.W.M. S.W.M.8SS8SS8SS8SS 8SS 8SS 8SS 8SS8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS 8SS8SS8S S 8S S 8S S 8S S 8SS8SS8SS8SS8SS8SS8SS8SSAyesh a M a rti n e z DB 268 1 , P G 1 4 4 MB 20 0 9 , P G 5 4 0 Zoning: R A - 2 0 M 1 8 0 ' 205'210'215'220'245' 240' 200' 185' 190' 195'245'240' 235' 225' 230'225' 240' 275' 205'20 0 '19 5 ' 1 9 0 ' 185' 180' 1 8 0 '185' 2 0 5 ' 210' 215' 220' 235' 240' 245' 250'255' 260' 265' 270' 275' 260' 255' 220' 225' 230'195'2 0 0 '205' 210' 215' 220' 225' 230' 230' 230' 40 12,656 SF 39 12,551 SF 56 15,257 SF 94 12,032 SF 3813,307 SF 4113,606 SF 65 12,582 SF 6412,026 SF 66 17,212 SF 76 13,607 SF 75 12,632 SF 71 12,657 SF 69 12,871 SF 1 12,454 SF 2 12,076 SF 3 12,087 SF 4 12,131 SF 5 13,324 SF 6 13,079 SF 1112,135 SF 10 12,134 SF 13,307 SF 26 12,841 SF 27 12,250 SF 28 12,250 SF 29 12,250 SF 30 12,250 SF 55 12,008 SF 54 12,043 SF 53 12,171 SF 52 12,485 SF 51 12,126 SF 50 12,038 SF 49 12,019 SF 48 12,622 SF 47 12,316 SF 46 15,197 SF 63 12,727 SF 72 12,580 SF 31 12,173 SF 33 12,133 SF 34 13,869 SF 35 12,176 SF 36 12,311 SF 3712,482 SF 42 13,647 SF 43 15,551 SF 77 13,125 SF 78 13,125 SF 79 13,736 SF 80 12,722 SF 13,760 SF 59 12,567 SF 57 12,291 SF 58 12,643 SF 62 12,254 SF 61 12,419 SF 60 12,080 SF 74 13,030 SF 73 12,493 SF 70 16,767 SF 68 12,058 SF 67 12,058 SF 7 12,344 SF 8 12,018 SF 9 12,223 SF 45 14,753 SF 44 12,743 SF 119 14,237 SF 123 12,420 SF 122 12,235 SF 22 5 ' 21 5 ' 2 2 0 ' S S S S S S S S S S S S S PARK AREA #1 PARK AREA #2 32 12,200 SF S S 80.00' 80.00' CH=50.97'51.94'75.00'75.00'67. 1 3 ' CH=38.43'115.65'73 . 1 5 ' 59 . 3 2 ' CH=14.67'CH=48.75' CH=47.62'CH=40.00'CH = 7 8 . 8 8 ' 34 . 2 7 ' CH=39.34' CH=38.59'52.19'CH=31.98'32.46'CH=37.59'68.56' CH=12.40' 98.22'97.32'90.04'110.96' 80.00'80.00'102.29'75.71'54.16' 107.90' CH=28.66' CH=70. 0 0' CH=70.00' 89.78' CH=16.15'51.34 ' CH=34.47'CH=84.84'CH=98.31'80.00'CH=45.29'CH=47.33'CH = 4 0 . 6 7 ' CH=54.8 6 'CH=58.36'39.35'CH=26.93' CH=21.00' 49.5 6 ' CH=57.98'CH=93.14'CH=93.96'84.72'42.25'CH=53.22'70.00'75.00'70.00'75.00'73.8 7 '114.25'CH=31.98' CH=55.44' CH=33.56'27.20'CH=78.08'CH=116.59' CH=75.64' CH=57. 7 3' 91.01' 62.68' CH=34.98' 12.31' 70.00' 70.00' 95.00' 85.64' CH=7 0. 0 0'CH=70.00'40.99' CH=39.06'70.00'72.00'70.00'70.00'70.00'CH=14.59' 6.43' CH=39.87' CH=35.36' CH=11.36' 6.04' wC C w w C C w w C C w w C Cw w C Cw w C Cw wC Cw w C CwwC C w w C w C C w w C C w w C C w w C C w w C C wwC C w w C C w w C C w w C C w w C C w w C C w w C C w w C C w w C C w w C w C C w w C C w w C CwwC CwwC Cw w C C w w C C w w C w C wC w C C w w C w C F FF F F F I hereby certify that the development hereon has been granted final approval by the Harnett County Development Review Board pursuant to the regulations set forth by E-911 Addressing, Environmental Health, Fire Marshal, Planning, and Public Utilities of Harnett County, N.C., subject to recordation in the Harnett County Office of Register of Deeds within thirty days of the date below. Development Review Board Chairman XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCompatibility Design - Phase 3 Total Area 6.35 Acres Total Lots 18 Total Open Space 0.66 Acres Minimum Lot Size 12,000 SF Minimum Lot Width 70' *5' sidewalks to be provided on one side of the roadway. *Street trees to be provided on both sides of roadway. Setbacks Front 25' Side 10' Corner Side 20' Rear 20' Compatibility Design - Phase 2 Total Area 23.54 Acres Total Lots 34 Total Open Space 12.12 Acres Minimum Lot Size 12,000 SF Minimum Lot Width 70' *5' sidewalks to be provided on one side of the roadway. *Street trees to be provided on both sides of roadway. Setbacks Front 25' Side 10' Corner Side 20' Rear 20' SED G E FI E L D L A N EGRANTHAM COURTT A M W O R T H C O U R T SEDGEFIEL D LANE SANDH U R S T W A Y VALLEYFIELD COURT PROPOSED WALKING TRAILS (TYP.) Proposed School Bus Pickup & Cluster Mailbox (Typ.) 5' Wide Sidewalk (Typ.) 5' Wide Sidewalk (Typ.) 5' Wide Sidewalk (Typ.) NE W H A V E N D R "Phase 1" "Phase 1" Proposed School Bus Pickup, & Cluster Mailbox (Typ.) "Phase 4" "Phase 4" "Phase 3" Open Space 6 0.24 Acres Open Space 5 1.01 Acres Open Space 7 0.66 Acres Open Space 4 12.12 Acres (54.41 Acres Total) 2" Blow Off 2" Blow Off 2" Blow Off Connect 6" waterline to existing from "Highgrove at Anderson Creek - Phase 1" Plat Book 2008, Page 464 "Phase 2" "Phase 4" 5' Wide Sidewalk (Typ.) WETLANDS WETLANDS WETLANDS WETLANDS Sammy Daniels Shane C h a u nt e l Dennis L . D a y Anderson Creek Community Church, SBC Highgrove at Anderson Creek Phase 1 DB 2008, Pg 464 Highgrove at Anderson Creek Phase 6A DB 2012, Pg 78 SEDGEFIELD LANE Sammy Daniels Sammy Daniels SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w w w .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:PHASES 2 & 3 DETAILHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C04 1-4-21 20124 RR 1" = 100' PROPOSED 20' WIDE DRAINAGE EASEMENT 3-9-21 PER DRB COMMENTSPAR K A RE A #3 OWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE 6''W 6''W 2''W 8SS 98' Iron Pipe Found Iron Rod Found Iron Rod Set Concrete Monument Found Proposed Right of Way Boundary Line Boundary Lines not Surveyed Proposed Lot Lines Existing Contour Approximate Location of 6" Waterline Proposed 6" Waterline Proposed 2" Waterline Proposed Sewer Line & Manhole Proposed Phaselines Proposed Easement Proposed Street Light Proposed Water Valve Proposed Fire Hydrant Proposed Stormwater Mngt. Area F S Legend S.W.M.7-10-21 PER DRB COMMENTS 12' 'w12' 'w12''w12''w12''w12''w12''w WET WET WET WET WET WET WET WE T WETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WETWETWET WET WET WETWET WET WET WET WETWETWETWET WET WET WET WE T WE T WETWET WET WET WET WETWETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWET WET WET WET W E T WET WET WET WET WET WET WET WET WETWETWET WETWET WET WET WET WET WET WET WET WET WE T WE T WET WET WET WET WET WETWET WET WETW E T WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET2''W2''W6'' W 6''W 6''W 6'' W 6'' W 6' 'W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W6''W6''W6''W6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6'' W 6''W6''W6''W6''W6''W2''W2''W 2'' W 2'' W2''W2''W2''W2''W2''W2''W2''W PLA Y GRO U N D S.W.M. S.W.M. S.W.M. Gordon A. Mason 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS 8SS8SS8SS8SS8SS 8SS 8SS 8SS8SS8SS8SS 8SS 8SS 8SS 8S S 8S S 8S S 8S S 8S S 8SS8SS 8SS8SS 8SS8SS8SS8SS8SS8SS8SS8SS8SS 8SS 8SS8SS Anderson Creek Community Church, SBC DB 892, PG 736 Land Use: Church Gordo n A. M a s o n DB 250 6 , P G 9 7 0 MB 200 8 , P G 6 8 4 Zoning : R A - 2 0 M Allison Gi f f o r d DB 273 9 , P G 7 3 9 MB 201 0 , P G 2 2 0 Zoning: R A - 2 0 M Ayesh a M a rti n e z DB 26 8 1, P G 1 4 4 MB 200 9, P G 5 4 0 Zoning : R A - 2 0 M 240' 245'250' 255' 265' 270' 215' 220' 235' 240' 245' 250'255' 260' 265' 270' 275' 260' 255' 220'195'2 0 0 '205' 210' 215' 220' 225' 230' 230' 2 3 5 ' 240' 24 5 ' 2 5 0 ' 25 5 '260' 26 5 ' 2 7 0 ' 275' 280' 285' 290' 230' 24 0 ' 245' 275' 230' 56 15,257 SF 96 12,159 SF 95 12,044 SF 94 12,032 SF 93 11,502 SF 9213,079 SF 65 12,582 SF 64 12,026 SF 66 17,212 SF 76 13,607 SF 75 12,632 SF 71 12,657 SF 69 12,871 SF 55 12,008 SF 54 12,043 SF 53 12,171 SF 52 12,485 SF 51 12,126 SF 50 12,038 SF 49 12,019 SF 48 12,622 SF 4712,316 SF 46 15,197 SF 63 12,727 SF 91 15,531 SF 99 12,110 SF 9812,026 SF 97 14,665 SF 108 13,236 SF 107 12,249 SF 100 12,772 SF 102 12,114 SF 115 14,119 SF 117 13,673 SF 118 12,403 SF 72 12,580 SF 77 13,125 SF 78 13,125 SF 79 13,736 SF 10113,760 SF 59 12,567 SF 57 12,291 SF 58 12,643 SF 62 12,254 SF 61 12,419 SF 60 12,080 SF 74 13,030 SF 7312,493 SF 7016,767 SF 6812,058 SF 67 12,058 SF 4514,753 SF 44 12,743 SF 105 12,052 SF 104 12,110 SF 103 12,412 SF 119 14,237 SF 123 12,420 SF 122 12,235 SF 12112,168 SF 120 13,756 SF 116 13,821 SF 90 13,157 SF 106 12,195 SF 84 15,330 SF 295' 265' 22 5 ' 21 5 ' 2 2 0 ' S S S S S S S S S S S S S S 109 14,668 SF 11012,150 SF 111 12,150 SF 112 12,150 SF 113 12,437 SF 114 13,438 SF 50' 20' 20'RAY ROAD( PUBLIC - SR 1121)PARK AREA #1 PARK AREA #2 30' S S 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 90.00' 90.00' 90.00' 94.99'CH=41.65' 99.52' 90.00'142.26 '98.00 '77.53 '83.42 '91.00 '93.27 '58.79 ' CH=32.07'CH=72 . 3 6 ' 14.37'92.66 ' CH=12.70' C H = 7 1 . 4 9 ' CH = 7 0 . 4 1 ' 70. 4 0 ' 78. 9 6 ' CH=4.60' 98.6 6 '125.76'69.51' CH=17.64' CH=83. 2 4' 99.6 3' 85.68' 44.43' CH=39.67' CH=74. 1 4' 80.00' 80.00' CH = 1 6 1 . 7 6 ' 102.93'CH=39.50'67.13'47.14'116.35'79.33'CH=50.97'51.94'75.00'75.00'67. 1 3 ' CH=38.43'115.65'CH=48.90' CH=31.76' 73. 1 5 ' 59 . 3 2 ' CH=14.67'CH=48.75'CH=47.62'CH=40.00'CH = 7 8 . 8 8 ' 34 . 2 7 ' CH=39.34' CH=38.59'52.19'CH=31.98'32.46'CH=37.59' 68.56' CH=12.40'98.22' 97.32'90.04'110.96'80.00' 80.00' 102.29'75.71'54.16'107.90'CH=28.66' CH=7 0. 0 0' CH=70.00 ' 89.78' CH=16.15'51.34 ' CH=34.47'CH=84.84'CH=98.31'80.00'CH=45.29'CH=47.33'CH = 4 0 . 6 7 ' CH=54.8 6'CH=58.36'39.35'CH=26.93' CH=21.00' CH=20.48' CH=10.70' CH=29.62' CH=19.12'CH=17.50' CH=31.76' 6.43' CH=39.87' CH=35.36' 6.04' 6.04' CH=35.81' CH=31.36'79.33'Cww ww C C C CwwC Cw wC CwwC C w w C C w w C C w w C C w w C C w w C C w w C C w w C CwwC C w w C C w w C C w w C C w w C C w w CC w w C Cw w C Cw w C Cw w C Cw w C CwwC C w w C w C C w w C C w w C C w w C C w w C C wwC C w w C C w w C C w w C w C wC w C C w w C F F F F F FF F I hereby certify that the development hereon has been granted final approval by the Harnett County Development Review Board pursuant to the regulations set forth by E-911 Addressing, Environmental Health, Fire Marshal, Planning, and Public Utilities of Harnett County, N.C., subject to recordation in the Harnett County Office of Register of Deeds within thirty days of the date below. Development Review Board Chairman XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOpen Space 9 5.55 Acres Compatibility Design - Phase 4 Total Area 27.54 Acres Total Lots 29 Total Open Space 18.48 Minimum Lot Size 12,000 SF Minimum Lot Width 70' *5' sidewalks to be provided on one side of the roadway. *Street trees to be provided on both sides of roadway. Setbacks Front 25' Side 10' Corner Side 20' Rear 20' Open Space 4 11.69 Acres (54.41 Acres Total) BUR N T W O O D D RI V ENEW HAVEN DR IVE SANDHURST WAY WETLANDS WETLANDS WETLANDS Proposed Walking Trails (Typ.) Proposed Playground & Gravel Parking Area (Typ.) PROPOSED CLUSTER MAILBOXES AND SCHOOL BUS PICKUP AREAS (TYP.) 5' Wide Sidewalk (Typ.) 2" Blow Off 5' Wide Sidewalk (Typ.) "Phase 3" "Phase 2" "Phase 2" Anderson Creek Community Church, SBC 5' Wide Sidewalk (Typ.) SHEET NUMBER: PRELIMINARY DO NOT USE FOR CONSTRUCTION CLIENT: DATE: SCALE: DRAWN BY: PROJECT NUMBER:REVISIONS:180 Perry Drive Southern Pines, NC 28387 Phone: (910) 246-0038 NC License # C-3791 Engineering-Surveying-Planning w w w .s n s e n g i n e e r s .c o mSHEET DESCRIPTION:PHASE 4 DETAILHIGHGROVE POINTE SUBDIVISIONPRELIMINARY PLATStafford Land Company, Inc. 246 Valleyfield Lane Southern Pines, NC 28387 C05 1-4-21 20124 RR 1" = 100' Open Space 10 0.53 Acres Open Space 8 0.71 Acres PROPOSED 20' WIDE DRAINAGE EASEMENT 3-9-21 PER DRB COMMENTSOWNER'S CONSENT AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED DEVELOPMENT SHOWN ON THE SITE PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES. DATE OWNER'S SIGNATURE EXISTING NCDOT EASEMENT 30' STREETSCAPE BUFFER 50' PRIME VIEWS & VISTAS RIGHT IN & RIGHT OUT 6''W 6''W 2''W 8SS 98' Iron Pipe Found Iron Rod Found Iron Rod Set Concrete Monument Found Proposed Right of Way Boundary Line Boundary Lines not Surveyed Proposed Lot Lines Existing Contour Approximate Location of 6" Waterline Proposed 6" Waterline Proposed 2" Waterline Proposed Sewer Line & Manhole Proposed Phaselines Proposed Easement Proposed Street Light Proposed Water Valve Proposed Fire Hydrant Proposed Stormwater Mngt. Area F S Legend S.W.M. Connect 6" Waterline to existing 12" Waterline 7-10-21 PER DRB COMMENTS