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Home My WebLink About20221214 Senter Farms Phase 2-signedVICINITY MAPRESIDENTIALPROPOSED USE:ZONING:PINS:PUDSENTER FARMPROJECT:SITE DATAENGINEER:MIKE ZACCARDO, PEPHONE: 919-866-4507RALEIGH, NC 276075410 TRINITY ROAD, SUITE 102TIMMONS GROUPFAX: 919-859-5663EMAIL: MIKE.ZACCARDO@TIMMONS.COMTOTAL TRACT AREA:207.92 ACRESUS 401 NPROPERTY LOCATION:DEVELOPER:TOWNSHIP:HECTORS CREEKNAD83 NTSSITE0654-63-8315BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 27709OWNERS OF RECORDSENTER FARMPRELIMINARY SUBDIVISION PLANUS 401 N, HARNETT COUNTY, NORTH CAROLINAPLANNED UNIT DEVELOPMENTPHASE 20654-54-8082BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 277090654-74-3591BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 277090654-64-9335CSC GROUP LLC600 PARK OFFICES DR STE 372DURHAM, NC 27709PRELIMINARY SUBDIVISION NOTES:SIDEWALKS TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION(HOA), PROPERTY OWNERS ASSOCIATION (POA), CONDOMINIUM OWNERSASSOCIATION (COA), OR ANY OTHER ASSOCIATION RESPONSIBLE FOR THEMAINTENANCE AND/OR UPKEEP OF THE RESIDENTIAL COMMUNITYSIDEWALK OR STREET TREE INSTALLATIONS THAT ARE DAMAGED AND/ORREMOVED BY HARNETT COUNTY/ DEPARTMENT OF PUBLIC UTILITIES/HARNETT REGIONAL WATER OR ITS REPRESENTATIVES, AGENTS, ORCONTRACTORS AS A RESULT OF REPAIR/MAINTENANCE OF THE PUBLICWATER AND/OR SEWER LINE WILL BE REPLACED OR REPAIRED BY THEHOME OWNERS ASSOCIATION (HOA), PROPERTY OWNERS ASSOCIATION(POA), CONDOMINIUM OWNERS (COA), OR ANY OTHER ASSOCIATIONRESPONSIBLE FOR THE MAINTENANCE AND/OR UPKEEP OF THERESIDENTIAL COMMUNITY.APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATERCAPACITY OR WASTEWATER CAPACITY. CURRENT/FUTURECAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAYREQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATERAND WASTEWATER SYSTEM TO MEET FUTURE WATER ANDWASTEWATER DEMANDS PRIOR TO A PRELIMINARY PLAT,CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.US 401 N C0.0COVER SHEET C.CLARKB.BLACKMONM. ZACCARDOCHALYBEATE SPRINGS RDSR 1441RAWLS CHURCH RDSR 14150654-63-8315, 0654-74-3591, 0654-64-9335, 0654-54-8082,0654-74-8734, 0654-86-6486, 0654-86-9430DR HORTON, INC.2000 AERIAL CENTER PKWY, SUITE 110AMORRISVILLE, NC 27560PHONE: 919-460-2943BOBBY STUARTEMAIL: RCSTUART@DRHORTON.COMS P E N C E M I L L S R D S R 1 4 1 4 HILLIARD RDSR 1456JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 5410 Trinity Road, Suite 102 | Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com North Carolina License No. C-1652 THIS DRAWING PREPARED AT THE RALEIGH OFFICE S:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-COVR.dwg | Plotted on 12/14/2022 9:35 AM | by Cameron Clark 12/14/2022SENTER FARM - PHASE 2 US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458 N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R M I C H AE L V. Z A C C A R D O S E A L0 2 2 3 2 1PHASE 2 AREA:22.36 ACRESSheet List TableSheet NumberSheet TitleC0.0COVER SHEETC1.0EXISTING CONDITIONS PLANC2.0SUBDIVISION MASTER PLANC2.1PHASE 2 - DETAILED SITE PLANC2.2PHASE 2 -TOWNHOMES DETAILED SITE PLANC3.0UTILITY MASTER PLANC3.1PHASE 2 - DETAILED UTILITY PLANC4.0PHASE 2 - LANDSCAPE PLANC5.0PHASE 2 - LIGHTING PLAN0654-74-8734BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 277090654-86-9430BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 277090654-86-6486BETHESDA ASSOCIATION LLC600 PARK OFFICES DR STE 372DURHAM, NC 27709DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B12/14/2022 28 0 2 8 0 280 280 3 0 0 3 0 0320320320320320320 32032032 0 3203 2 0 3 2 0 340 340340340340 3403 40340 3 4 0340 340340340340340360 360 SANSANSANSANSSSSSSSSS6'' W6'' W2'' W6'' W 12'' W36'' W 232231230WHILLIARD ROAD(60' PUBLIC R/W) PB 2008, PG 422US HIGHWAY 401(60' PUBLIC R/W) PC F, SLIDE 660 B N/FCOREY A. QUINNPIN: 0654-97-6604.000DB 3351, PG 58PB 2001, PG 1046N/FBETTY EASON AIKENPIN: 0654-96-7990.000DB 2118, PG 782N/FB. G. RAMBEAU AND JAMES RAMBEAUPIN: 0664-06-6135.000DB 292, PG 595N/FDANIEL B. ANDJOYCE P. ANDREWSPIN: 0664-04-3212.000DB 2785, PG 258N/FDANIEL B. ANDJOYCE P. ANDREWSPIN: 0654-93-5335.000DB 2785, PG 258N/FCURRIN HEIRS, LLCPIN: 0654-83-6117.000DB 2612, PG 367N/FROBIN GALE SIMMANGPIN: 0654-72-4674.000DB 3532, PG 862N/FMARION M. ANDLAWANNA H. PITERPIN: 0654-72-0692.000DB 3551, PG 668PB 98, PG 546N/FPRESTON E. ANDLILLIAN W. STROUDPIN: 0654-62-6695.000DB 1605, PG 350PB 98, PG 564N/FJ & J FIRST PROPERTIES, LLCPIN: 0654-62-0649.000DB 3772, PG 510PB 2000, PG 585N/FB. G. RAMBEAU AND JAMES RAMBEAUPIN: 0654-75-6458.000DB 292, PG 595N/FHECTOR CREEK FARMSPIN: 0654-76-4794.000DB 3675, PG 58N/FBEST BUDDIES II, LLCPIN: 0654-77-8618.000DB 3744, PG 547PB 2019, PG 3184.77' OFFTHE PROPERTY LINE0.45' OFFTHE PROPERTY LINENC GRID COORDINATESNAD 1983 (2011)N= 647,679.38 FTE= 2,058,546.56 FTNC GRID COORDINATESNAD 1983 (2011)N= 645,011.88 FTE= 2,058,790.95 FTNC GRID COORDINATESNAD 1983 (2011)N= 642,944.24 FTE= 2,057,505.31 FTN/FCRAIG AND LINDA R. DANIELPIN: 0654-88-6143.000DB 2011, PG 89PB 2000, PG 530N/FMICHAEL E. WILLIAMS JR. ANDKELLY R. WILLIAMSPIN: 0654-98-0050.000DB 2142, PG 378PB 2001, PG 861N/FJOSEPH E. AND JUNIAN. NOLANPIN: 0654-97-2942.000DB 2340, PG 124PB 2001, PG 861N/FJOHN S. ANDSHANNON M. SHANTONPIN: 0654-97-4826.000DB 3428, PG 749PB 2001, PG 863N3°18'46"E 2209.88' (TOTAL)N85°33'37"W 666.91'N3°25'13"E 461.61'S84°48'17"E 2645.16'S3°06'08"W 1652.07'S1°06'22"E 755.40'S87°48'17"E455.59'N1°56'43"E 939.90' N22 ° 2 3 ' 4 2 " E 8 8 1 . 9 6 ' ( T O T A L ) S22 ° 2 4 ' 2 1 " W 8 4 1 . 7 7 ' ( T O T A L )S10°38'27"E169.48'N85°57'11"E147.84'S73°58'11"E215.97'S81°25'55"E10.32'S82°27'57"E104.46'S73°15'45"E175.23'S55°56'10"E447.06' (TOTAL)S20°28'32"E178.42'S59°37'52"E200.03' (TOTAL)S67°36'50"E151.68'851. 9 3 ' 811. 8 0 ' 263.72'N/FBETHESDAASSOCIATION LLCPIN: 0654-86-9430.000DB 4150, PG 2673PB 2008, PG 422ZONING: R-30AREA: 38.391 ACRESN/FBETHESDAASSOCIATION LLCPIN: 0654-86-6486.000DB 4150, PG 2673PB 2008, PG 422ZONING: R-30AREA: 38.409 ACRESN/FCSC GROUP LLCPIN: 0654-64-9335.000DB 4150, PG 2786ZONING: R-30AREA: 38.85 ACRESN/FBETHESDAASSOCIATION LLCPIN: 0654-63-8315.000DB 4150, PG 2669ZONING: R-30AREA: 26.606 ACRESS13°04'22"E 2602.37'S73°20'27"W463.68'S73°20'27 "W402.27 'N22°18'08"E26.11'N45°55'19"E353.30'N53°30'19"E486.30'N78°40'19"E338.12'S87°59'20"W 281.80'S73°14'20"W 216 .81 'N54°00'40"W 623.60'S 5 3 ° 5 2 ' 2 6 " W 1 0 7 4 . 9 6 'S70°22'26 "W 286 .66 'S78°22'26"W84.97'S5°14'41"E 798.00'N88°00'58"W 403.55'N5°01'48"E 1068.48'12'' W12'' W12'' W12'' W12'' W36'' W 36'' W 36'' W 36'' W36'' W N56°45'19"E232.00'N65°25'19"E171.00'S64°04'41"E117.32'S87°49'41"E126.00'S84°14'41"E131.00'S70°44'41"E102.00'N78°35'19"E35.50'N/FTHOMAS GLENN ANDVICKY S. BEASLEYPIN: 0654-65-0267.000DB 956, PG 348N/FBETHESDAASSOCIATION LLCPIN: 0654-54-8082.000DB 4150, PG 2669ZONING: R-30AREA: 12.79 ACRESN/FBETHESDAASSOCIATION LLCPIN: 0654-74-8734.000DB 4150, PG 2669ZONING: R-30AREA: 15.37 ACRESN/FBETHESDAASSOCIATION LLCPIN: 0654-74-3591.000DB 4150, PG 2669ZONING: R-30AREA: 37.5 ACRESPROPERTY LINE TOBE REMOVEDEXISTINGSTRUCTURES TO BEREMOVEDPROPERTY LINE TOBE REMOVED100' RIPARIAN BUFFER (TYP. ALONGPERENNIAL STREAM)100' RIPARIAN BUFFER (TYP. ALONGPERENNIAL STREAM)100' RIPARIAN BUFFER (TYP. ALONGPERENNIAL STREAM)HQW - HIGHQUALITYWATERSHEDBOUNDARYHQW - HIGHQUALITYWATERSHEDBOUNDARYPROPERTY LINE TOBE REMOVEDNOTES:1.BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED AUGUST 7, 2020.2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS.3.WETLAND AND STREAM DELINEATION BY SOIL & ENVIRONMENTAL CONSULTANTSDATED JUNE 19, 2020.4.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAPNUMBERS 3720065400J, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.PROJECT BOUNDARY LINEWATERSHED LINEEXISTING WETLANDSSTREAM CONSERVATION BUFFERLEGENDNAD 830SCALE 1"=300'600'300'PRESCRIPTIVE R/W LINEBASED ON LOCATION OFROADWAY AT TIME OF SURVEYDEED LINELINE NOT SURVEYEDEDGE OF PAVEMENT1" = 300'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE DRAWN BYDATEREVISION DESCRIPTION YOUR VISION ACHIEVED THROUGH OURS. These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 5410 Trinity Road, Suite 102 | Raleigh, NC 27607 TEL 919.866.4951 FAX 919.833.8124 www.timmons.com North Carolina License No. C-1652 THIS DRAWING PREPARED AT THE RALEIGH OFFICE S:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-EXIS.dwg | Plotted on 12/14/2022 9:39 AM | by Cameron Clark 12/14/2022SENTER FARM - PHASE 2 US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458 N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E R M I C H AE L V. Z A C C A R D O S E A L0 2 2 3 2 1C1.0EXISTING CONDITIONS PLAN C.CLARKB.BLACKMONM. ZACCARDODocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B12/14/2022 6' ' W 6'' W 2'' W6'' W12'' WHIL L I A R D R O A D (60' P U B L I C R / W ) P B 2 0 0 8 , P G 4 2 2 US HIGHWAY 401(60' PUBLIC R/W) PC F, SLIDE 660 BN/F COREY A. QUINN PIN: 0654-97-6604.000 DB 3351, PG 58 PB 2001, PG 1046 N/F BETTY EASON AIKEN PIN: 0654-96-7990.000 DB 2118, PG 782 N/F B. G. RAMBEAU AND JAMES RAMBEAU PIN: 0664-06-6135.000 DB 292, PG 595 N/F DANIEL B. AND JOYCE P. ANDREWS PIN: 0664-04-3212.000 DB 2785, PG 258 N/F DANIEL B. AND JOYCE P. ANDREWS PIN: 0654-93-5335.000 DB 2785, PG 258 N/F CURRIN HEIRS, LLC PIN: 0654-83-6117.000 DB 2612, PG 367 N/F ROBIN GALE SIMMANG PIN: 0654-72-4674.000 DB 3532, PG 862 N/F MARION M. AND LAWANNA H. PITER PIN: 0654-72-0692.000 DB 3551, PG 668 PB 98, PG 546 N/F PRESTON E. AND LILLIAN W. STROUD PIN: 0654-62-6695.000 DB 1605, PG 350 PB 98, PG 564 N/F J & J FIRST PROPERTIES, LLC PIN: 0654-62-0649.000 DB 3772, PG 510 PB 2000, PG 585 N/F B. G. RAMBEAU AND JAMES RAMBEAU PIN: 0654-75-6458.000 DB 292, PG 595 N/F HECTOR CREEK FARMS PIN: 0654-76-4794.000 DB 3675, PG 58 N/F BEST BUDDIES II, LLC PIN: 0654-77-8618.000 DB 3744, PG 547 PB 2019, PG 318 N/F CRAIG AND LINDA R. DANIEL PIN: 0654-88-6143.000 DB 2011, PG 89 PB 2000, PG 530 N/F MICHAEL E. WILLIAMS JR. AND KELLY R. WILLIAMS PIN: 0654-98-0050.000 DB 2142, PG 378 PB 2001, PG 861 N/F JOSEPH E. AND JUNIA N. NOLAN PIN: 0654-97-2942.000 DB 2340, PG 124 PB 2001, PG 861 N/F JOHN S. AND SHANNON M. SHANTON PIN: 0654-97-4826.000 DB 3428, PG 749 PB 2001, PG 863 N/F THOMAS GLENN AND VICKY S. BEASLEY PIN: 0654-65-0267.000 DB 956, PG 348 SCM SCM SCM SCM SCM PUMPSTATION SCM 1C OS 4 30,419 SF 0.70 AC OS 11 676,252 SF 15.52 AC OS 13 213,982 SF 4.91 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF IMPROVED OS 2 25,643 SF 0.59 AC OS 10 299,824 SF 6.88 AC OS 8 295,471 SF 6.78 AC OS 9 97,647 SF 2.24 AC OS 7 706,276 SF 16.21 AC IMPROVED OS 1 331,971 SF 7.62 AC OS 12 21,312 SF 0.49 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC 44 42 43 47 46 39 37414038 24 7 8 5 14 9 20 18 17 16 15 10 13 12 11 19 6 34 30 3635323331 29 28 27 26 25 22 23 21 89 90 87 86 88 92 91 94 95 93 50 58 51 59 52535455 48 56 49 57 45 85 8482 81 83 777675 7980 78 97 96 99 100 98 71 63 70 62 69 61 68 60 67 74 66 73 65 72 64 995 996 247 254 393 340 341 342 343 344 345 263 265264 466 465 433 425 427 426 399 397 398 400 390 392 395 394 396 391 381382383384385387386 318 317 319 316 310 301 309 308 307 306 305 304302 294 293 353358357356355354 452 448 441 428 432 436 445 455 287 285 286 284 277 270 271 272 273 274 275 276 279278 282 280 283 281 269 223 224 225 226 227 229 230 231 228 249251252253250 235 237 236 233 234 232 240 243 242 238 245 246 239 248244 241 222 221 220 219 218 217 216 214 213212211210208207209 148147 149 150 151 152 153 154 155 156 157 424 423 422 421 419 418 420 407 408 410 411 412 413 414 415 416 409 406 403 404 402 405 366364365 367 368 370 369 371 377 378376375374 372 373 346 347348 350 351 352 349 339 337 336 335 334 333 338 300 303 288 451 437 442 429 447 444 454 450 438 430 434 439 453 449 446 431 435 440443 459 463 471 464 460 470 457 461 473 469 458 462 472 468 266 267 328 203 194186 201 193 185 200 192 184 199 191 198 190 206 197 189 205 196 188 204 195 187 145144143142141140 146 257256255 262261260259258 183 289 379 388 467 456 363 362 361 360 359 380 389 401 417 182 181 321 325 292 291 290 215 128 133 132 131130129 139138 137 136 135134 123122 127126 125 124 108107 106 105104103 110 102 109 101 268 202 299 298 295 296 297 322 323 324 326 327 331 330 329 332 172 164171 163170 162 178 169 161 177 168176 167174 166173 165 158 159 160 314 313 312 311 315 320 113114115 112 111 119120 121 118117 116 175 OS 1 611,851 SF 14.05 AC OS 2 106,422 SF 2.44 AC 4 3 2 1 SCM 1B SCM 1A OS 7 706,276 SF 16.21 AC OS 7 706,276 SF 16.21 ACGRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STREET60' PUBLIC & UTILITY ROW - 35' B-B JEFFRESS STREET50' PUBLIC & UTILITY ROW - 2 9 ' B - BPENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STREET60' PUBLIC & UTILITY ROW - 35' B-B NAD 830 SCALE 1"=300' 600'300' 1" = 300' OVERALL SITE DATA MAIL KIOSK IMPERVIOUS AREA ROADWAY IMPERVIOUS AREA IMPERVIOUS DATA IMPERVIOUS WITHIN LOTS MAXIMUM TOWNHOME LOT (1,300 SF PER LOT) MAXIMUM SINGLE FAMILY LOT (2,900 SF PER LOT) 104,000 SF (2.39 AC) TOTAL EXISTING TRACT = 207.92 acres TOTAL DEVELOPED ACREAGE = 207.92 acres PHASE 2 AREA = 22.36 acres EXISTING ZONING = RA-30; PUD LAND USE CLASSIFICATION = MEDIUM DENSITY & EMPLOYMENT MIXED USE PROPOSED NUMBER OF LOTS = 473 DETACHED SINGLE FAMILY = 393 TOTAL TOWNHOMES = 80 TOTAL PROPOSED DENSITY = 2.27 du/a MINIMUM REQUIRED LOT WIDTH = 50' MINIMUM SINGLE FAMILY LOT SIZE REQUIRED = 9,000 sq.ft. MINIMUM SINGLE FAMILY LOT SIZE PROVIDED = 9,000 sq.ft. AVERAGE SINGLE FAMILY LOT SIZE PROVIDED = 10,060 sq.ft. REQUIRED OPEN SPACE = (207.92 ac)(30%) = 62.38 acres PROVIDED OPEN SPACE = 74.58 acres REQUIRED IMPROVED OPEN SPACE = (62.38 ac)(10%) = 6.24 acres PROVIDED IMPROVED OPEN SPACE = 8.21 acres TOTAL OPEN SPACE PROVIDED = 74.58 + 8.21 = 82.79 acres TOTAL LENGTH OF ROADS = 21,350 LF SETBACKS: SINGLE FAMILY FRONT: 20' REAR: 20' SIDE: 5' CORNER: 12' TOWNHOME FRONT: 20' REAR: 15' SIDE: 10' CORNER: 15' 1.SETBACK VERIFICATION SURVEYS WILL BE REQUIRED ON ALL LOTS. 2.THIS DEVELOPMENT MUST ABIDE BY THE OUTLINE DEVELOPMENT PLAN AS APPROVED BY THE HARNETT COUNTY BOA, ADDITIONALLY, IT WILL BE REQUIRED THAT THIS DOCUMENT BE RECORDED ALONGSIDE THE FIRST PHASE OF THIS DEVELOPMENT. 3.US 401 ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN. 4.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT. 5.THIS PROPERTY LIES WITHIN THE WS-IV PROTECTED WATERSHED. THE WEST PORTION OF THE PROPERTY, ALONG US 401 N, LIES WITHIN HQW. MAXIMUM IMPERVIOUS AREA IN WS-IV IS 24%. SITE IS SUBJECT TO LOCAL AND STATE REGULATIONS REGARDING BUILT UPON AREA. 6.THE HOA WILL BE RESPONSIBLE FOR MAINTENANCE AT MAIL KIOSKS & BUS STOP AREA. 7.HOA IS RESPONSIBLE FOR MAINTENANCE OF ALL PRIVATE DRAINAGE EASEMENTS. 8.PROPOSED EASEMENTS SHOWN ON THE PLAT MUST BE IN ACCORDANCE WITH HARNETT COUNTY REQUIREMENTS. 9.EXISTING STRUCTURES MUST BE REMOVED PRIOR TO FINAL APPROVAL. 10.PROJECT SERVED BY PUBLIC WATER AND SEWER. 11.HOA IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF ALL STORMWATER CONTROL MEASURES IN ACCORDANCE WITH A MAINTENANCE AND INSPECTION AGREEMENT AND AN OPERATION AND MAINTENANCE MANUAL, BOTH TO BE RECORDED WITH HARNETT COUNTY. 12.HOA IS RESPONSIBLE FOR THE MAINTENANCE OF STREETSCAPE BUFFERS AND OPEN SPACE AREAS. 13.PROJECT SITE IS LOCATED WITHIN ONE MILE OF VOLUNTARY AGRICULTURAL DISTRICT. 14.ALL OPEN SPACE AREAS SHALL BE ESTABLISHED IN PHASE 1. 15.STORMWATER CONTROL MEASURES SHALL BE CONSTRUCTED IN PHASE 2. GENERAL NOTES ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 PHONE: 919-866-4507 MIKE ZACCARDO, PE EMAIL: MIKE.ZACCARDO@TIMMONS.COM PIN #s = 0654-63-8315, 0654-64-9335, 0654-74-3591, 0654-54-8082, 0654-74-8734, 0654-86-6486, 0654-86-9430 DB / PG = 956/348, 4150/2669, 292/595, 4150/2786 FIRM MAP# = 3720065400J 26,345 SF (0.60 AC) 832,650 SF (19.12 AC) 1,139,700 SF (26.17 AC) TOTAL SITE IMPERVIOUS AREA PROJECT BOUNDARY LINE EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE 2,172,773 SF (49.88 AC) (23.99%) COMMERCIAL IMPERVIOUS AREA 70,132 SF (1.61 AC) HIGH QUALITY WATER LINE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-SITE.dwg | Plotted on 12/14/2022 9:39 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 DEVELOPER: DR HORTON, INC. 2000 AERIAL CENTER PKWY, SUITE 110A MORRISVILLE, NC 27560 PHONE: 919-460-2943 BOBBY STUART EMAIL: RCSTUART@DRHORTON.COM C2.0 SUBDIVISION MASTER PLANC.CLARK B.BLACKMON M. ZACCARDO DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 R=2495' L=61' X X N/F CURRIN HEIRS, LLC PIN: 0654-83-6117.000 DB 2612, PG 367 N/F B. G. RAMBEAU AND JAMES RAMBEAU PIN: 0654-75-6458.000 DB 292, PG 595 N/F THOMAS GLENN AND VICKY S. BEASLEY PIN: 0654-65-0267.000 DB 956, PG 348 PUMP STATION VIDA D RI V E 60' P U B LI C & U TI LI T Y R O W - 3 5' B - B PENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BVIDA DRIVE60' PUBLIC & UTILITY ROW - 35' B-BLYDIA DRIVE 50' PUBLIC & UTILITY ROW - 29' B-B DAVID HENRY STRE E T 60' PUBLIC & UTILIT Y R O W - 3 5 ' B - B JEFFRESS STREE T50' PUBLIC & UTILIT Y R O W - 2 9 ' B - B GRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-B45 9,573 SF 0.22 AC 50 9,010 SF 0.21 AC 58 9,010 SF 0.21 AC 51 9,010 SF 0.21 AC 59 9,010 SF 0.21 AC 52 9,010 SF 0.21 AC 53 9,010 SF 0.21 AC 54 9,010 SF 0.21 AC 55 9,010 SF 0.21 AC 48 9,010 SF 0.21 AC 56 9,010 SF 0.21 AC 49 9,010 SF 0.21 AC 57 9,010 SF 0.21 AC 44 9,573 SF 0.22 AC 42 9,630 SF 0.22 AC 43 9,592 SF 0.22 AC 47 11,356 SF 0.26 AC 46 9,612 SF 0.22 AC 39 9,275 SF 0.21 AC 37 10,891 SF 0.25 AC 41 9,541 SF 0.22 AC 40 9,275 SF 0.21 AC 38 9,275 SF 0.21 AC 24 13,007 SF 0.30 AC 34 9,008 SF 0.21 AC 30 11,409 SF 0.26 AC 36 9,009 SF 0.21 AC 35 9,008 SF 0.21 AC 32 9,007 SF 0.21 AC 33 9,007 SF 0.21 AC 31 9,007 SF 0.21 AC 29 9,876 SF 0.23 AC 28 10,160 SF 0.23 AC 27 10,353 SF 0.24 AC 26 10,738 SF 0.25 AC 25 11,610 SF 0.27 AC 22 11,534 SF 0.26 AC 23 12,396 SF 0.28 AC 21 11,328 SF 0.26 AC 77 2,140 SF 0.05 AC 76 2,093 SF 0.05 AC 75 2,031 SF 0.05 AC 79 2,119 SF 0.05 AC 80 2,049 SF 0.05 AC 78 2,149 SF 0.05 AC 97 2,000 SF 0.05 AC 96 2,000 SF 0.05 AC 99 2,000 SF 0.05 AC 100 2,000 SF 0.05 AC 98 2,000 SF 0.05 AC 71 2,000 SF 0.05 AC 63 2,002 SF 0.05 AC 70 2,000 SF 0.05 AC 62 2,011 SF 0.05 AC 69 2,029 SF 0.05 AC 61 2,044 SF 0.05 AC 68 2,007 SF 0.05 AC 60 2,079 SF 0.05 AC 67 2,004 SF 0.05 AC 74 2,000 SF 0.05 AC 66 2,032 SF 0.05 AC 73 2,000 SF 0.05 AC 65 2,093 SF 0.05 AC 72 2,000 SF 0.05 AC 64 2,024 SF 0.05 AC 89 2,000 SF 0.05 AC 90 2,000 SF 0.05 AC 87 2,000 SF 0.05 AC 86 2,000 SF 0.05 AC 88 2,000 SF 0.05 AC 92 2,000 SF 0.05 AC 91 2,000 SF 0.05 AC 94 2,000 SF 0.05 AC 95 2,000 SF 0.05 AC 93 2,000 SF 0.05 AC 85 2,000 SF 0.05 AC 84 2,000 SF 0.05 AC 82 2,000 SF 0.05 AC 81 2,000 SF 0.05 AC 83 2,000 SF 0.05 AC 14 9,010 SF 0.21 AC 9 10,482 SF 0.24 AC 20 10,786 SF 0.25 AC 18 9,010 SF 0.21 AC 17 9,010 SF 0.21 AC 16 9,010 SF 0.21 AC 15 9,010 SF 0.21 AC 10 9,010 SF 0.21 AC 13 9,010 SF0.21 AC 12 9,010 SF 0.21 AC 11 9,010 SF 0.21 AC 19 9,010 SF 0.21 AC 6 10,923 SF 0.25 AC 7 10,966 SF 0.25 AC 8 10,966 SF 0.25 AC 5 10,576 SF 0.24 AC OS 4 30,419 SF 0.70 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF OS 7 706,276 SF 16.21 AC IMPROVED OS 1 331,971 SF 7.62 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC X103'35'21'20'20' 20 ' 7' 13 '20' 24 ' 39' 39'296'4 0 ' 20'20'20'20'20'25'20'20'20'20'20'39'100'20'20'20'20'20'100'100'20'20'20'20'20'100'100'20'20'20'20'20'20' 100' 14' 33'33'33'59'17 0 ' 14 5 '39'38' 1' 52' 53'53'162'50'3'53'53'53'53'53'53'53'53'53'53'19'18'7'39'146' 148' 3 9 '25'13'53'53'53'53' 53 '53'53' 60' 45' 53'7'46'53'53'53'53'53' 160'75'53'53'53'53'53'53'18'21'14'53'16'37'43'10'7 9 '77'77' 68' 21'128'170'77'77'76' 63' 1475' 17 0 ' 53' 53' 53' 63' 170' 170' 170' 170'59'170' 170' 170' 170' 170' 170' 170'170 ' 1 7 0 ' 17 0 ' 170' 170' 152'39'25'21'78'78' 7 8 ' 78 ' 78' 61'11'53'53'53'38'39'150'174'175'19'172'177'175'37'53'53'53'63'175'175'175'195' 182'150'39'170'170'53'53'53'53'53'53' 82'170'170'170'170'170'155'160'160' 170' 177' 173' 17 0 ' 17 0 ' 17 0 ' 53'53'53'53'53'53'53'53'53'53'53'53'170'53'53'53'53'53'53'53'53'53'53'53'53'170'170'170'170'170'170'170'170'170'170'170'170'20'20'20'20'20'25'20'7'13'20'20'20'22'20'20'17' 3'20' 2 0 ' 14 '39'129'20'25'100'20'20'20'20'20'100' 102'20'20'20'20'20'107' 102'20'20'20'20'20' 105' 5'20'20'20'20'20'20'20'20'20'20'20'39'465'22'7'3 9 ' 65'100'20'20'20'20'20'100'100'20'20'20'20'20'100'39 '74'100'100'100'100'100'100'100'100'100'100'100'100'100'106' 108' 103' 105' 107'100'100'100'100' 100' 100' 100' 101' 101' 103' 100' 101' 100' 103' 100' 6 5 ' 81 ' 358 277 271 272 273 274 275 276 278 223 224 222 148147 149 150 151 152 153 364 365363 362 361 360 359 SF 2.44 AC 3 9,010 SF 0.21 AC2 9,010 SF 0.21 AC1 9,010 SF 0.21 AC 4 10,576 SF 0.24 AC 14 5 ' 38' 39' 53' 53' 53' SCM 1B SCM 1A OS 7 706,276 SF 16.21 AC OS 7 706,276 SF 16.21 ACHCHCGRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STRE E T 60' PUBLIC & UTILITY RO W - 3 5 ' B - B JEFFRESS STREET50' PUBLIC & UTILITY R O W - 2 9 ' B - BPENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STRE E T 60' PUBLIC & UTILITY R O W - 3 5 ' B - B 103 2,000 SF 0.05 AC 102 2,000 SF 0.05 AC101 2,000 SF 0.05 AC 108 2,000 SF 0.05 AC107 2,000 SF 0.05 AC 106 2,000 SF 0.05 AC 105 2,000 SF 0.05 AC 104 2,000 SF 0.05 AC 110 2,000 SF 0.05 AC109 2,000 SF 0.05 AC 139 1,991 SF 0.05 AC 138 1,991 SF 0.05 AC 137 1,991 SF 0.05 AC 136 1,991 SF 0.05 AC 135 1,991 SF 0.05 AC 134 1,991 SF 0.05 AC 113 2,000 SF 0.05 AC 114 2,000 SF 0.05 AC 115 2,000 SF 0.05 AC 112 2,000 SF 0.05 AC111 2,000 SF 0.05 AC 128 2,027 SF 0.05 AC 133 2,027 SF 0.05 AC 132 2,027 SF 0.05 AC 131 2,027 SF 0.05 AC 130 2,027 SF 0.05 AC 129 2,027 SF 0.05 AC 119 2,000 SF 0.05 AC 120 2,000 SF 0.05 AC 121 2,000 SF 0.05 AC 118 2,000 SF 0.05 AC 117 2,000 SF 0.05 AC116 2,000 SF 0.05 AC 123 2,000 SF 0.05 AC 122 1,999 SF 0.05 AC 127 2,000 SF 0.05 AC 126 2,000 SF 0.05 AC 125 2,000 SF 0.05 AC 124 2,000 SF 0.05 AC 145 9,010 SF 0.21 AC 144 9,045 SF 0.21 AC 143 9,329 SF 0.21 AC 142 9,404 SF 0.22 AC 141 9,413 SF 0.22 AC 140 12,070 SF 0.28 AC 146 9,010 SF 0.21 AC 249 10,891 SF 0.25 AC 251 9,275 SF 0.21 AC 252 9,275 SF 0.21 AC 253 9,385 SF 0.22 AC 250 9,275 SF 0.21 AC 257 9,010 SF 0.21 AC 256 9,010 SF 0.21 AC 255 9,010 SF 0.21 AC 260 9,010 SF 0.21 AC 259 9,010 SF 0.21 AC 258 9,010 SF 0.21 AC 254 11,248 SF 0.26 AC 268 9,250 SF 0.21 AC 243 10,891 SF 0.25 AC 245 9,275 SF 0.21 AC 246 9,275 SF 0.21 AC 248 11,248 SF 0.26 AC 244 9,275 SF 0.21 AC 262 11,936 SF 0.27 AC 261 9,010 SF 0.21 AC 266 9,040 SF 0.21 AC 267 9,022 SF 0.21 AC 247 9,385 SF 0.22 AC 263 10,575 SF 0.24 AC 265 9,010 SF 0.21 AC 264 9,010 SF 0.21 AC 233 9,612 SF 0.22 AC 234 8,701 SF 0.20 AC 232 11,356 SF 0.26 AC 221 11,091 SF 0.25 AC 220 11,130 SF 0.26 AC 219 11,130 SF 0.26 AC 218 11,130 SF 0.26 AC 270 9,010 SF 0.21 AC 269 9,010 SF 0.21 AC 235 10,445 SF 0.24 AC 237 9,630 SF 0.22 AC 236 9,592 SF 0.22 AC 217 11,000 SF 0.25 AC 216 9,190 SF 0.21 AC 214 11,130 SF 0.26 AC213 11,130 SF 0.26 AC 212 11,130 SF 0.26 AC 211 11,130 SF 0.26 AC 210 9,267 SF 0.21 AC 208 9,009 SF 0.21 AC 207 9,009 SF 0.21 AC 209 9,010 SF 0.21 AC 215 10,646 SF 0.24 AC 240 9,275 SF 0.21 AC 242 10,891 SF 0.25 AC 238 9,541 SF 0.22 AC 239 9,275 SF 0.21 AC 241 9,275 SF 0.21 AC 53'170'53'53'170'170'170'53'57'171'57'173'176'179'55'68' 68'31'22'53'53'47'6'53' 99' 100' 100' 100'5'15'20'20'20'100' 100' 100'20'20'20'20'20'20'20'20'20'20'100' 100' 100' 100' 100' 100' 100'20'20'20'20'20'20'20'20'20'20'20'101' 101'20'20'20'20'20'20'20'20'20'20'20'101' 101' 101' 101' 101'20'20'20'20'20'20'100' 100' 100' 100'20'20'100' 100'20'20'20'100'20'100' 100'20'20'20'100'20'20'20'100'20'100'20'20'20'100'20'100' 100'20'20'100' 100'20'20'100'20'20'20'20'20'100' 100' 100'20'20'100' 100' 100' 100'20'20'20'20'20'20'20'170'170'53'53'170'170'170'53'53'53'53' 53'53'53' 53'170'53'170'53'170'53'53'71'145'39'46'3 9 ' 38'145'170'170'170'103'63'53'53'55'33'25'15'58' 31' 71'156'154'18'16'34'53'53'170'170'170'53'53' 56' 55'53'53'69'145'39'25'170' 170'53'79'170'53'55'79'170 '53'15 7 '58'23' 30' 48'43'51' 1 3 5 ' 170 ' 79'170' 79' 79'79'56'53'53'53'170'53' 6'47'53'53'170'170'170'170'170'170'53' 3 9 ' 36'53'53'53'11'61'78' 53' 53' 78' 53' 53' 53'53'150'175'175'175'175'172'175'17 0 '83'17 4 '73'170'78'177' 152' 3 9 '25'21'63'53'53'53'37' 19'14' 33'38'28'33'59'167'175'175'175'175'63'53'53'53'37'19' 14' 33'33'33'59'33'167'175'175'175'175'150'150'39'38' 3 9 ' 38' 80'54'53'53'53' 53'53'53'54'80' MAIL KIOSK LOCATION 30' STREETSCAPE BUFFER IMPROVED OPEN SPACE FACILITIES: OUTDOOR PAVILION CHILDREN'S PLAYGROUND WALKABLE AREAS POCKET PARKS 200' PRIME VIEWS & VISTAS BUFFER 86 HIGH QUALITY WATER LINE 20' DRAINAGE EASEMENT 5' PUBLIC UTILITY EASEMENT 376' 583' 191'80'R=325'L=511'206'205'215'89'R=2495' L=80'153'565'78 NAD 830 SCALE 1"=120' 240'120' 1" = 120' TYPICAL SECTION FOR RESIDENTIAL COLLECTOR STREETS SCALE: H: 1" = 10' V: 1" = 5' 2" SF9.5A8" ABC NOTE:PAVEMENT SECTION SHOWN IS PRELIMINARY. FINAL SECTION TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER. TYPICAL SECTION FOR RESIDENTIAL LOCAL STREETS SCALE: H: 1" = 10' V: 1" = 5' 30' PAVEMENT 60' RIGHT-OF-WAY 15' TRAVEL LANE 15' TRAVEL LANE 2.5' CURB & GUTTER 5' 5' SIDE WALK 2.5' 2.5' CURB & GUTTER 5' SIDE WALK 5' 2.5' 24' PAVEMENT 12' TRAVEL LANE 12' TRAVEL LANE 2.5' CURB & GUTTER 2.5' CURB & GUTTER 4.5' 5' SIDE WALK 1' 4.5' 5' SIDE WALK 1' 50' RIGHT-OF-WAY 2" SF9.5A8" ABC NOTE:PAVEMENT SECTION SHOWN IS PRELIMINARY. FINAL SECTION TO BE DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER. 3:1 (M A X ) CUT S L O P E 3:1 ( M A X ) FIL L S L O P E 3:1 (M A X) CUT S L O P E 3:1 ( M A X ) FIL L S L O P E 3:1 ( M A X ) CU T S L O P E 3:1 (M A X ) FILL S L O P E 3:1 ( M A X ) CU T S L O P E 3:1 (M A X) FILL S L O P E SITE DATA - PHASE 2 TOTAL EXISTING TRACT = 207.92 acres TOTAL DEVELOPED ACREAGE = 207.92 acres PHASE 2 DEVELOPED ACREAGE = 22.36 acres TOWNHOME DEVELOPED ACREAGE = 6.77 acres EXISTING ZONING = RA-30; PUD LAND USE CLASSIFICATION = MEDIUM DENSITY & EMPLOYMENT MIXED USE PHASE 2 NUMBER OF LOTS = 100 (61 SINGLE FAMILY, 39 TOWNHOMES) PROPOSED DENSITY = 2.27 du/a PROPOSED TOWNHOME DENSITY = 39 TOWNHOMES / 6.77 ACRES = 5.76 du/a MINIMUM REQUIRED LOT WIDTH = 50' MINIMUM SINGLE FAMILY LOT SIZE REQUIRED = 9,000 sq.ft. MINIMUM SINGLE FAMILY LOT SIZE PROVIDED = 9,000 sq.ft. AVERAGE SINGLE FAMILY LOT SIZE PROVIDED = 10,060 sq.ft. MINIMUM PARKING REQUIRED FOR TOWNHOMES: 4 BEDROOMS PER LOT * 39 LOTS = 156 SPACES PARKING PROVIDED: 2 SPACES PER LOT * 39 LOTS + 78 SPACES = 156 SPACES PHASE 2 LENGTH OF ROADS = 3,315 LF SETBACKS: SINGLE FAMILY FRONT: 20' REAR: 20' SIDE: 5' CORNER: 12' TOWNHOME FRONT: 20' REAR: 15' SIDE: 10' CORNER: 15' DEVELOPER: DR HORTON, INC. 2000 AERIAL CENTER PKWY, SUITE 110A MORRISVILLE, NC 27560 PHONE: 919-460-2943 BOBBY STUART EMAIL: RCSTUART@DRHORTON.COM ENGINEER: TIMMONS GROUP 5410 TRINITY ROAD, SUITE 102 RALEIGH, NC 27607 PHONE: 919-866-4507 MIKE ZACCARDO, PE EMAIL: MIKE.ZACCARDO@TIMMONS.COM PROJECT BOUNDARY LINE EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE STREET DATA - PHASE 2 PENELOPE DRIVE DAVID HENRY STREET JEFFRESS STREET GRACIE DRIVE TOTAL 566 LF 1,533 LF 796 LF 420 LF 3,315 LF 50' R/W, 29' B-B 60' R/W, 35' B-B 50' R/W, 29' B-B 50' R/W, 29' B-B HWY 401 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-SITE.dwg | Plotted on 12/14/2022 9:40 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C2.1 PHASE 2 - DETAILED SITE PLANC.CLARK B.BLACKMON M. ZACCARDO PIN #s = 0654-63-8315, 0654-64-9335, 0654-74-3591, 0654-54-8082, 0654-74-8734, 0654-86-6486, 0654-86-9430 DB / PG = 956/348, 4150/2669, 292/595, 4150/2786 FIRM MAP# = 3720065400J DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 36'' W36'' WX X X X S87°48'17"E 455.59'N1°56'43"E 939.90'PENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BVIDA DRIVE60' PUBLIC & UTILITY ROW - 35' B-BLYDIA DRIVE 50' PUBLIC & UTILITY ROW - 29' B-B DAVID HENRY ST R E E T 60' PUBLIC & UTILIT Y R O W - 3 5 ' B - B 45 9,573 SF 0.22 AC 50 9,010 SF 0.21 AC 58 9,010 SF 0.21 AC 51 9,010 SF 0.21 AC 59 9,010 SF 0.21 AC 52 9,010 SF0.21 AC 53 9,010 SF 0.21 AC 54 9,010 SF 0.21 AC 55 9,010 SF 0.21 AC 48 9,010 SF 0.21 AC 56 9,010 SF 0.21 AC 49 9,010 SF 0.21 AC 57 9,010 SF 0.21 AC 44 9,573 SF 0.22 AC 42 9,630 SF 0.22 AC 43 9,592 SF 0.22 AC 47 11,356 SF 0.26 AC 46 9,612 SF 0.22 AC 24 13,007 SF 0.30 AC 30 11,409 SF 0.26 AC 29 9,876 SF 0.23 AC 28 10,160 SF 0.23 AC 27 10,353 SF 0.24 AC 26 10,738 SF 0.25 AC 25 11,610 SF 0.27 AC 22 11,534 SF 0.26 AC 23 12,396 SF 0.28 AC 21 11,328 SF 0.26 AC 77 2,140 SF 0.05 AC 76 2,093 SF 0.05 AC 75 2,031 SF 0.05 AC 79 2,119 SF 0.05 AC 80 2,049 SF 0.05 AC 78 2,149 SF 0.05 AC 97 2,000 SF 0.05 AC 96 2,000 SF 0.05 AC 99 2,000 SF 0.05 AC 100 2,000 SF 0.05 AC 98 2,000 SF 0.05 AC 71 2,000 SF 0.05 AC 63 2,002 SF 0.05 AC 70 2,000 SF 0.05 AC 62 2,011 SF 0.05 AC 69 2,029 SF 0.05 AC 61 2,044 SF 0.05 AC 68 2,007 SF 0.05 AC 60 2,079 SF0.05 AC 67 2,004 SF 0.05 AC 74 2,000 SF 0.05 AC 66 2,032 SF 0.05 AC 73 2,000 SF 0.05 AC 65 2,093 SF 0.05 AC 72 2,000 SF 0.05 AC 64 2,024 SF 0.05 AC 89 2,000 SF 0.05 AC 90 2,000 SF 0.05 AC 87 2,000 SF 0.05 AC 86 2,000 SF 0.05 AC 88 2,000 SF 0.05 AC 92 2,000 SF 0.05 AC 91 2,000 SF 0.05 AC 94 2,000 SF 0.05 AC 95 2,000 SF 0.05 AC 93 2,000 SF 0.05 AC 85 2,000 SF 0.05 AC 84 2,000 SF 0.05 AC 82 2,000 SF 0.05 AC 81 2,000 SF 0.05 AC 83 2,000 SF 0.05 AC 14 9,010 SF 0.21 AC 9 10,482 SF 0.24 AC 20 10,786 SF 0.25 AC 18 9,010 SF 0.21 AC 17 9,010 SF 0.21 AC 16 9,010 SF 0.21 AC 15 9,010 SF 0.21 AC 10 9,010 SF 0.21 AC 13 9,010 SF 0.21 AC 12 9,010 SF 0.21 AC 11 9,010 SF 0.21 AC 19 9,010 SF 0.21 AC 6 10,923 SF 0.25 AC 7 10,966 SF 0.25 AC 8 10,966 SF 0.25 AC OS 4 30,419 SF 0.70 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF IMPROVED OS 1 331,971 SF 7.62 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC X103'35'21'20'20' 20 ' 7' 13 '20' 2 4 ' 39' 39'296'4 0 ' 20'20'20'20'20'25'20'20'20'20'20'39'100'20'20'20'20'20'100'100'20'20'20'20'20'100'100'20'20'20'20'20'20' 100' 33'33'33'59'170 '39'38' 1' 52' 53'53'162'50'3'53'53'53'53'53'53'53'53'53'53'19'18'7'39'146' 148' 3 9 '25'13'53'53'53'53' 5 3 '53'53' 60' 45' 160'75'53'53'53'53'53'53'18'21'14'53'16'37'43'10'79 ' 7 7 ' 77' 68' 21'128'170'77'77' 1475' 170' 170' 170' 170'59'170' 170' 170' 170' 170' 170' 170'170 ' 1 7 0 ' 17 0 ' 170' 170' 152'39'25'21'78'78' 78 ' 78' 78' 174'175'177' 195' 182' 82'155'160'160' 170' 177' 173' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53'170'53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53' 53'170'170'170'170'170'170'170'170'170'170'170'170'20'20'20'20'20'25'20'7'13'20'20'20'22'20'20' 17 '3' 20 '20'14'39'129'20'25'100'20'20'20'20'20'100' 102'20'20'20'20'20'107' 102'20'20'20'20'20' 105' 5'20'20'20'20'20'20'20'20'20'20'20'39'465'22'7'3 9 ' 65'100'20'20'20'20'20'100'100'20'20'20'20'20'100'3 9 '74'100'100'100'100'100'100'100'100'100'100'100'100'100'106' 108' 103' 105' 107'100'100'100'100' 100' 100' 100' 101' 101' 103' 100' 101' 100' 103' 100' 6 5 ' 8 1 ' OS 2 106,422 SF 2.44 AC 39'PENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY ST R E E T 60' PUBLIC & UTILIT Y R O W - 3 5 ' B - B 103 2,000 SF 0.05 AC 102 2,000 SF 0.05 AC101 2,000 SF 0.05 AC 108 2,000 SF0.05 AC 107 2,000 SF 0.05 AC 106 2,000 SF 0.05 AC 105 2,000 SF 0.05 AC 104 2,000 SF 0.05 AC 110 2,000 SF 0.05 AC109 2,000 SF 0.05 AC 139 1,991 SF 0.05 AC 138 1,991 SF 0.05 AC 137 1,991 SF 0.05 AC 136 1,991 SF 0.05 AC 135 1,991 SF 0.05 AC 134 1,991 SF 0.05 AC 113 2,000 SF 0.05 AC 114 2,000 SF 0.05 AC 115 2,000 SF 0.05 AC 112 2,000 SF 0.05 AC 111 2,000 SF 0.05 AC 128 2,027 SF 0.05 AC 133 2,027 SF 0.05 AC 132 2,027 SF 0.05 AC 131 2,027 SF 0.05 AC 130 2,027 SF 0.05 AC 129 2,027 SF 0.05 AC 119 2,000 SF 0.05 AC 120 2,000 SF 0.05 AC 121 2,000 SF 0.05 AC 118 2,000 SF 0.05 AC 117 2,000 SF 0.05 AC 116 2,000 SF 0.05 AC 123 2,000 SF 0.05 AC 122 1,999 SF 0.05 AC 127 2,000 SF 0.05 AC 126 2,000 SF 0.05 AC 125 2,000 SF0.05 AC 124 2,000 SF 0.05 AC 145 9,010 SF 0.21 AC 144 9,045 SF 0.21 AC 143 9,329 SF 0.21 AC 142 9,404 SF 0.22 AC 141 9,413 SF 0.22 AC 140 12,070 SF 0.28 AC 146 9,010 SF 0.21 AC 256 9,010 SF 0.21 AC 255 9,010 SF 0.21 AC 254 11,248 SF 0.26 AC 53'170'53'53'170'170'170'53' 57'171'57'173'176'179'55' 68' 68'31'22'53'53' 47'6' 53' 99' 100' 100' 100'5'15'20'20'20'100' 100' 100'20'20'20'20'20'20'20'20'20'20'100' 100' 100' 100' 100' 100' 100'20'20'20'20'20'20'20'20'20'20'20'101' 101'20'20'20'20'20'20'20'20'20'20'20'101' 101' 101' 101' 101'20'20'20'20'20'20'100' 100' 100' 100'20'20'100' 100'20'20'20'100'20'100' 100'20'20'20'100'20'20'20'100'20'100'20'20'20'100'20'100' 100'20'20'100' 100'20'20'100'20'20'20'20'20'100' 100' 100'20'20'100' 100' 100' 100'20'20'20'20'20'20'20'170'170'53' 53'170'53' 53' 33'33'33'59'33'80' 86 78 NAD 830 SCALE 1"=60' 120'60' 1" = 60' PROJECT BOUNDARY LINE EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-SITE.dwg | Plotted on 12/14/2022 9:40 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C2.2 PHASE 2 -TOWNHOMES DETAILED SITE PLANC.CLARK B.BLACKMON M. ZACCARDO DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 T center of hwy over branch T T T HIL L I A R D R O A D (60' P U B L I C R / W ) P B 2 0 0 8 , P G 4 2 2 US HIGHWAY 401(60' PUBLIC R/W) PC F, SLIDE 660 B12'' W12'' W12'' W12'' W36'' W36'' W36'' W36'' WT T T SANS S S SANSANS AN S A NSAN SANSANSANSANSAN SA N SA N S AN S A NSANSANS 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 MATTHEWS DONNA S& SNIPES ROSALYN SPIN: 0654-52-6367 SMITH DOROTHYTINGEN & SNIPESROSALYN S J & J FIRSTPROPERTIES, LLCPIN: 0654-62-0649 6'' W 6'' W 2'' W6'' W12'' W36'' WS S 232 231 230 229 PUMPSTATION 44 42 43 47 46 39 37414038 24 7 8 5 14 9 20 18 17 16 15 10 13 12 11 19 6 3430 3635323331 29 28 27 26 25 22 23 21 89 90 87 86 88 92 91 94 95 93 50 58 51 59 52535455 48 56 49 57 45 85 8482 81 83 777675 7980 78 97 96 99 100 98 71 63 70 62 69 61 68 60 67 74 66 73 65 72 64 995 996 247 254 393 340 341 342 343 344 345 263 265264 466 465 433 425 427 426 399 397 398 400 390 392 395 394 396 391 381382383384385387386 318 317 319 316 310 301 309 308 307 306 305 304 302 294 293 353358357356355354 452 448 441 428 432 436 445 455 287 285 286 284 277 270 271 272 273 274 275 276 279278 282 280 283 281 269 223 224 225 226 227 229 230 231 228 249251252253250 235 237 236 233 234 232 240 243 242 238 245 246 239 248244 241 222 221 220 219 218 217 216 214 213212211210208207209 148147 149 150 151 152 153 154 155 156 157 424 423 422 421 419 418 420 407 408 410 411 412 413 414 415 416 409 406 403 404 402 405 366364365 367 368 370 369 371 377 378376375374 372 373 346 347348 350 351 352 349 339 337 336 335 334 333 338 300 303 288 451 437 442 429 447 444 454 450 438 430 434 439 453 449 446 431 435 440443 459 463 471 464 460 470 457 461 473 469 458 462 472 468 266 267 328 203 194186 201 193 185 200 192 184 199 191 198 190 206 197 189 205 196 188 204 195 187 145144143142141140 146 257256255 262261260259258 183 289 379 388 467 456 363 362 361 360 359 380 389 401 417 182 181 321 325 292 291 290 215 128 133132 131 130 129 139 138137136 135 134 123122 127126 125124 108 107 106 105 104 103 110 102 109 101 268 202 299 298 295 296 297 322 323 324 326 327 331 330 329 332 172 164171 163170 162 178 169 161 177 168176 167174 166173 165 158 159 160 314 313 312 311 315 320 113 114 115 112 111 119120 121 118 117 116 175 4 3 2 1 SCM 1B SCM 1A HCHC FM FMFMFM FM 36'' W36'' W36'' W36'' W36'' W36'' W8''W8''W 8''W 8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W8''W8''W 8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8'' W 8'' W8''W8''W8''W8''W 8''W 8''W8''W 8''W8''W8''W8'' W 8''W SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSAN SAN SANSANSAN SA N SA N SAN SAN SAN8''W 8''W 6'' W 6'' W 6'' W2'' W 12'' W12'' W12'' W12'' W36'' W36'' W36'' W36'' W8''W8''WFM FMFM FM PENELOPE DRIVEDAVID HENRY STREET GRACIE DRIVEDAVID HENRY STREET JEFFRESS STREET LYDIA DRIVE VIDA D R I V E PENELOPE DRIVENAD 830 SCALE 1"=300' 600'300' 1" = 300' 1.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCE AND THE UTILITY MASTER PLAN. 2.APPROVAL OF THIS PLAT / PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT / FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER DEMAND PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND / OR FINAL PLAT APPROVAL. 3.STORM DESIGN IS PRELIMINARY IN NATURE AND SIZE, MATERIAL, AND LOCATIONS OF STORM DRAINAGE ARE SUBJECT TO CHANGE DURING CONSTRUCTION PLANS. GENERAL NOTES LC R/W 25.0' 3.0' MIN. 3.0' MIN. TYPICAL WATERLINE SECTION ROADWAY EXISTING WATER LINE PROPOSED WATER LINE WATER VALVE FIRE HYDRANT BLOWOFF ASSEMBLY UTILITY LEGEND 8''W W SANITARY MANHOLES FM PROPOSED FORCE MAIN SAN SAN PROPOSED SEWER LINE EXISTING SEWER LINE PROJECT BOUNDARY LINE POWER LINE EASEMENT GAS LINE EASEMENT EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE 2 LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE THE UTILITIES SHOWN ON THE MASTER PLAN ARE TO BE CONSIDERED PRELIMINARY. DESIGN IS SUBJECT TO CHANGE AS CONSTRUCTION DRAWINGS AND PRELIMINARY PLAT DRAWINGS ARE DEVELOPED FOR EACH PHASE. PHASE 1 UTILITY NOTES: 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS. 2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 10 FT. WATER AND STORM SEWER MAINS - 5 FT. SANITARY SEWER AND STORM SEWER MAINS - 5 FT. GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT. 3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES: WATER AND SANITARY SEWER MAINS - 24 IN. WATER AND STORM SEWER MAINS - 24 IN. SANITARY SEWER AND STORM SEWER MAINS - 24 IN. 4.MINIMUM UTILITY COVER TO FINISHED GRADE: WATER MAINS: 36" SEWER MAINS: 36" JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-UTIL.dwg | Plotted on 12/14/2022 9:41 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C3.0 UTILITY MASTER PLANC.CLARK B.BLACKMON M. ZACCARDO PHASE 2 PHASE 2 DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 X X 36'' W36'' WPUMP STATION OS 4 30,419 SF 0.70 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF OS 7 706,276 SF 16.21 AC IMPROVED OS 1 331,971 SF 7.62 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC X 44 42 43 47 46 39 37 41 40 38 24 7 8 5 14 9 20 18 17 16 15 10 13 12 11 19 6 34 30 3635 32 33 31 29 28 27 26 25 22 23 21 89 90 87 86 88 92 91 94 95 93 50 58 51 59 52535455 48 56 49 57 45 85 8482 81 83 77 76 75 79 80 78 97 96 99 100 98 71 63 70 62 69 61 68 60 67 74 66 73 65 72 64 995 996 247 254 263 265264 277 270 271 272 273 274 275 276 279278 282 280 283 281 269 223 224 225 226 227 229 230 231 228 249 251252253 250 235 237 236 233 234 232 240 243 242 238 245 246 239 248 244 241 222 221 220 219 218 217 216 214 213 212211210 208207 209 148147 149 150 151 152 153 154 155 156 157 266 267 203 194186 201 185 200 192 184 199 191 198 190 206 197 189 205 196 188 204 195 187 145144143142141140 146 257256255 262261260259258 183 182 181 215 128 133 132 131 130 129 139 138 137 136 135 134 123 122 127 126 125 124 108 107 106 105 104 103 110 102 109 101 268 202 158 159 113 114 115 112 111 119 120 121 118 117 116 OS 2 106,422 SF 2.44 AC 4 3 2 1 SCM 1B SCM 1A OS 7 706,276 SF 16.21 AC OS 7 706,276 SF 16.21 ACHCHC8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W 8''W8''W8''W8''W8' 'W 8''W 8''W FMFM FM FM FMFMFMFMFMFM FM FM FM FM FM FM FM 36'' W36'' W36'' W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''WSS S S S SS S S SS S S S S SS S SSS SSS SSS S SSSSSS S SSSSS SSS SSS SSANSAN SANSAN SAN SAN SAN SANSANSANSAN SANSAN SAN SAN SAN SAN SANSAN SANS SAN 8" X 8" CROSS 8" GV (4) 8" X 8" TEE 8" GV (3) FIRE HYDRANT ASSEMBLY (TYP.) CONNECT TO EXISTING BLOWOFF ASSEMBLY CONNECT TO EXISTING BLOWOFF ASSEMBLY 20' PRIVATE DRAINAGE EASEMENT 20' PRIVATE DRAINAGE EASEMENT 5' PUBLIC UTILITY EASEMENT 5' PUBLIC UTILITY EASEMENT FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) FIRE HYDRANT ASSEMBLY (TYP.) CONNECT TO EXISTING BLOWOFF ASSEMBLY 8" X 8" TEE 8" GV (3) (2) SERVICE LINES INSIDE (1) PVC SLEEVE (TYP.) PROPOSED 8" PVC WATER MAIN PROPOSED 8" PVC WATER MAIN EXISTING SAN. SEWERMAIN (TYP.) PROPOSED BLOWOFF ASSEMBLY (TYP.)PENELOPE DRIVEDAVID HENRY STR E E T GRACIE DRIVEDAVID HENRY STR E E T JEFFRESS STRE E T LYDIA DRIVE VIDA D RI V E PENELOPE DRIVEPROPOSED BLOWOFF ASSEMBLY (TYP.) 0 SCALE 1"=100' 200'100' 1" = 100' EXISTING WATER LINE PROPOSED WATER LINE WATER VALVE FIRE HYDRANT BLOWOFF ASSEMBLY UTILITY LEGEND W W SANITARY MANHOLES FM PROPOSED FORCE MAIN SAN SAN PROPOSED SEWER LINE EXISTING SEWER LINE PROJECT BOUNDARY LINE POWER LINE EASEMENT GAS LINE EASEMENT EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE 2 LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE NAD 83JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-UTIL.dwg | Plotted on 12/14/2022 9:41 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C3.1 PHASE 2 - DETAILED UTILITY PLANC.CLARK B.BLACKMON M. ZACCARDO DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 X X PUMP STATION VIDA D RI V E PENELOPE DRIVEVIDA DRIVELYDIA DRIVE DAVID HENRY STR E E T JEFFRESS STREE T GRACIE DRIVEOS 4 30,419 SF 0.70 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF OS 7 706,276 SF 16.21 AC IMPROVED OS 1 331,971 SF 7.62 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC X 44 42 43 47 46 39 37 41 40 38 24 7 8 5 14 9 20 18 17 16 15 10 13 12 11 19 6 34 30 3635 32 33 31 29 28 27 26 25 22 23 21 89 90 87 86 88 92 91 94 95 93 50 58 51 59 52535455 48 56 49 57 45 85 8482 81 83 77 76 75 79 80 78 97 96 99 100 98 71 63 70 62 69 61 68 60 67 74 66 73 65 72 64 995 996 247 254 263 265264 287 286 284 277 270 271 272 273 274 275 276 279278 282 280 283 281 269 223 224 225 226 227 229 230 231 228 249 251252253 250 235 237 236 233 234 232 240 243 242 238 245 246 239 248 244 241 222 221 220 219 218 217 216 214 213 212211210 208207 209 148147 149 150 151 152 153 154 155 156 157 288 266 267 203 194186 201 193 185 200 192 184 199 191 198 190 206 197 189 205 196 188 204 195 187 145144143142141140 146 257256255 262261260259258 183 289 182 181 290 215 128 133 132 131 130 129 139 138 137 136 135 134 123 122 127 126 125 124 108 107 106 105 104 103 110 102 109 101 268 202 178 158 159 160 113 114 115 112 111 119 120 121 118 117 116 OS 1 611,851 SF 14.05 AC OS 2 106,422 SF 2.44 AC 4 3 2 1 SCM 1B SCM 1A OS 7 706,276 SF 16.21 AC OS 7 706,276 SF 16.21 ACGRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STRE E T 60' PUBLIC & UTILITY R O W - 3 5 ' B - B JEFFRESS STREET50' PUBLIC & UTILITY R O W - 2 9 ' B - BPENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STRE E T 60' PUBLIC & UTILITY R O W - 3 5 ' B - B 15' TYPE 'A' PERIMETER BUFFER 15' TYPE 'A' PERIMETER BUFFER NAD 830 SCALE 1"=100' 200'100' 1" = 100' PLANT NAME ALLOWABLE STREET TREE PLANT LIST SIZE ULMUS PARVIFOLIA 'LACEBARK' LACEBARK ELM ZELKOVA SERRATA JAPANESE ZELKOVA QUERCUS LYRATA OVERCUP OAK 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT CARPINUS BETULUS EUROPEAN HORNBEAM KOELREUTERIA PANICULATA GOLDEN RAINTREE NYSSA SYLVATICA BLACK GUM CORYLUS COLURNA TURKISH FILBERT 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT 2" CAL 6' HT TYPICAL TREE PLANTING WIDTH OF THE TOP OF THE HOLE TO BE 3 TIMES THE ROOT BALL WIDTH IN CLAY SOILS TAPERED SIDES. IF PLANTING HOLES ARE DUG WITH A LARGER AUGER, BREAKING DOWN THE SIDE WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE. CUT BURLAP, ROPE, WIRE BASKET SET BALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. AWAY FROM TOP AND SIDES OF ROOT BALL. NO SCALE INCHES (10 CM) ABOVE GRADE SOIL, 2 TIMES MINIMUM IN IN POORLY DRAINED SOILS. WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIAMETER IN HIGHLY COMPACTED OR CLAY DIG WIDE PLANTING HOLE WITH ALL OTHERS. DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4 IN THE FIELD. YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL. EXTEND STAKES INTO UNDISTURBED SOIL. 4-6" (10-15 CM) DEEPER THAN ROOT BALL FOR LOWERED PLANTING HOLE AS NEEDED WITH POOR DRAINAGE. PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE. ALLOW REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 3" (5 CM) PINE STRAW MULCH. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. 4" (10 CM) RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL. ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE. BEFORE PLANTING, ADD 3-4" (7-10 CM) OF WELL-COMPOSTED LEAVES, RECYCLED DECIDUOUS CANOPY TREEDT2 6' Ht.224" Ht.EVERGREEN SHRUB QUAN. 2 1010 SIZE 6' Ht. 24" Ht. KEY PLANT LIST (100' SECTION) ES2ES1 DT1 BOTANICAL NAME DECIDUOUS CANOPY TREE EVERGREEN SHRUB ContCont ROOT B&B or ContB&B or Cont PROPERTY LINE 2-DT2 2-DT1 5-ES1 5-ES2 5-ES1 5-ES2 PROJECT BOUNDARY LINE POWER LINE EASEMENT GAS LINE EASEMENT EXISTING WETLANDS STREAM CONSERVATION BUFFER PHASE 2 LINE LEGEND RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458C-PLNT.dwg | Plotted on 12/14/2022 9:41 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C4.0 PHASE 2 - LANDSCAPE PLANC.CLARK B.BLACKMON M. ZACCARDO DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022 X X PUMP STATION VIDA D RI V E 60' P U B LI C & U TI LI T Y R O W - 3 5' B- B PENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BVIDA DRIVE60' PUBLIC & UTILITY ROW - 35' B-BLYDIA DRIVE 50' PUBLIC & UTILITY ROW - 29' B-B DAVID HENRY STRE E T 60' PUBLIC & UTILITY R O W - 3 5 ' B - B JEFFRESS STREET50' PUBLIC & UTILI T Y R O W - 2 9 ' B - B GRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-B45 50 58 51 59 52535455 48 56 49 57 44 42 43 47 46 39 37 41 40 38 24 34 30 3635 32 3331 29 28 27 26 25 22 23 21 77 76 75 79 80 78 97 96 99 100 98 71 63 70 62 69 61 68 60 67 74 66 73 65 72 64 89 90 87 86 88 92 91 94 95 93 85 8482 81 83 14 9 20 18 17 16 15 10 13 12 11 19 6 7 8 5 OS 4 30,419 SF 0.70 AC OS 5 95,097 SF 2.18 AC OS 6 22,116 SF OS 7 706,276 SF 16.21 AC IMPROVED OS 1 331,971 SF 7.62 AC FUTURE NON-RESIDENTIAL AREA 124,162 SF 2.85 AC OS 3 71,852 SF 1.65 AC X 3 2 1 4 SCM 1B SCM 1A OS 7 706,276 SF 16.21 AC OS 7 706,276 SF 16.21 ACGRACIE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STREE T 60' PUBLIC & UTILITY R O W - 3 5 ' B - B JEFFRESS STREET50' PUBLIC & UTILITY R O W - 2 9 ' B - BPENELOPE DRIVE50' PUBLIC & UTILITY ROW - 29' B-BDAVID HENRY STRE E T60' PUBLIC & UTILITY R O W - 3 5 ' B - B 101 105 104 103 102 108 107 106 139 138 111 110 109 137 136 135 134 113 114 115 112 133 132 131 130 129 119 120 121 118 117 116 128 123 127 126 125 124 122 141140 145144143142 146 257256255 262261260259258 266 263 265264 268267 270269 235 236 233 234 232 221 220 219 218 217 216 214 215 237240242 238239241 213 212211210208207209 249251252253 250 243 245 246 248244 247 254 STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.) STREET LIGHT (TYP.)NAD 830 SCALE 1"=100' 200'100' 1" = 100' LED STREET LIGHTS (9,500 LUMENS LED 75 ROADWAY LIGHT) ALUMINUM POLE - HEIGHT 30' GRADE POLE SEE FIXTURE SCHEDULE FIXTURE A SEE FIXTURE SCHEDULE 1 FIXTURE 'A' DETAIL SCALE: N.T.S. SYMBOL A LEGEND PERIMETER BUFFER PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE OPEN SPACE IMPROVED OPEN SPACE DRAINAGE EASEMENT WATER/SEWER EASEMENT BUILDING SETBACK PHASE LINE NOTE: STREET LIGHTS SHALL BE PLACED NO MORE THAN 300 FEET APART. JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BYDATEDRAWN BY DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comNorth Carolina License No. C-1652THIS DRAWING PREPARED AT THERALEIGH OFFICES:\331\45458-Harnett_401_CSC\DWG\Sheet\Plat\Phase 2\45458-LIGHT.dwg | Plotted on 12/14/2022 9:42 AM | by Cameron Clark12/14/2022 SENTER FARM - PHASE 2US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA45458N O R T H C A R O L I N AP R O F E S S I O N A LE N G I N E E RM I C H A E L V. Z A C C A R D OS E A L 0 2 2 3 2 1 C5.0 PHASE 2 - LIGHTING PLANC.CLARK B.BLACKMON M. ZACCARDO DocuSign Envelope ID: EE2F37AD-0834-47C9-B1CD-39FCF8A20E2B 12/14/2022