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NRP-TRC_2023-03-01
E W W X X X X X X X X Pond 27 272828 29 28 29 29 29 29 29 29 29 28 29 28 2 8 2727 28 28 26 27 28 28 2 8 29 3031 30 28 28 29 25 25 26 26 27 27 25 25 26 26 27 26 2 6 26 26 26 27 2 7 27 2 7 28 2 8 28 2 8 262627 27 25 25 26 26 27 27 25 25 26 26 2 6 26 27 27 2 7 27 S6°15'30"W 1 7 6 5 . 7 2 'Madeline Trask DrCheste r f i e l d R d 29 28 28 28 29 30 29 29 29 29 29 28 2929 27 27 28 26272627 27 27 28 303 0 30 3 0 2 7 2 7 2 8 2 8 2929 2 9 3 1 3 1 28 29 Field sign Field sign 3 0 3 0 2 7 2 7 2 8 2 8 2 9 3 1 3 1 3 2 3 2 26 26 27 2627 28 29 2728 27 28 2828 VICINITY MAP NTS LANDSCAPE ARCHITECTURE / CIVIL ENGINEERINGOWNER / CLIENT NEW HANOVER COUNTY PARKS & GARDENS 896 AIRLIE ROAD WILMINGTON, NC 28403 (910) 798-7635 WWW.NHCGOV.COM TIMMONS GROUP 5410 TRINITY ROAD. STE. 102 RALEIGH, NC 27607 (919) 532-3243 DRAWING INDEX: PROJECT TEAM: NA D 8 3 CASTLE HAYNE, NC I - 4 0 SITE AREA MULTI-PURPOSE FIELD EXPANSION NORTHERN REGIONAL PARK 4700 OLD AVE. CASTLE HAYNE, NORTH CAROLINA S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION U S 1 1 7 CA S T L E H A Y N E R D . I-1 4 0 BLU E C L A Y R D PA R M A L E E R D L-0.0 CO V E R S H E E T SCALE: 1" = 60' NAD 83 SITE L-0.0 COVER SHEET L-1.0 OVERALL EXISTING CONDITIONS L-1.1 SURVEY L-1.2 TREE INVENTORY PLAN L-1.3 TREE INVENTORY DATA L-2.0 DEMOLITION PLAN L-3.0 EROSION CONTROL PLANS - PHASE 1 L-3.1 EROSION CONTROL PLANS - PHASE 2 L-4.0 OVERALL GRADING & DRAINAGE PLANS L-4.1 GRADING & DRAINAGE PLANS L-4.2 GRADING & DRAINAGE PLANS ENLARGEMENT L-5.0 OVERALL SITE PLAN L-5.1 SITE PLAN L-5.2 GATHERING SPACE ENLARGEMENT L-6.0 PLANTING PLAN L-6.1 PLANTING DETAILS L-7.0 SITE DETAILS L-7.1 SITE DETAILS M-001 MECHANICAL PLANS E-001 ELECTRICAL PLANS MUSCO LIGHTING PLANS SITE DATA TABLE PID: R01800-007-051-000 ZONE: I-1 INDUSTRIAL DISTRICT ACREAGE: 33.15 ACRES PROPOSED IMPERVIOUS: 1.5 ACRES LIMITS OF DISTURBANCE: 11 ACRES 26.62 3" CEDAR 2" 3" CEDAR 2" 3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" 25.7126.37 26.8326.75 26.83 26.82 26.29 27.07 27.0827.00 27.08 27.21 27.14 27.14 27.4126.97 26.91 27.37 27.43 27.38 27.68 25.87 25.38 26.00 25.25 26.57 26.52 26.99 26.49 25.32 27.27 E 27.50 27.52 26.20 W 25.00 25.33 25.92 27.43 26.04 26.31 W 26.65 25.95 25.43 25.71 25.34 25.42 26.40 26.9527.3927.30 27.4027.7127.77 27.20 26.81 26.77 27.59 27.52 28.06 28.67 27.93 28.55 28.92 26.94 26.99 27.19 27.74 27.74 27.83 28.18 28.00 28.0628.2028.22 26.54 26.99 27.57 26.93 26.73 27.34 27.90 27.90 27.21 28.58 28.38 28.34 28.01 28.58 28.57 26.31 25.69 25.02 28.68 28.44 28.76 29.30 28.86 28.64 28.79 27.20 28.40 27.55 27.63 28.03 25.99 28.16 28.18 26.21 27.73 28.75 28.00 28.20 28.65 28.81 29.25 29.37 29.89 27.48 29.47 29.52 29.67 27.47 28.15 28.23 X X X X X X X X X X X X X X X X X X X 12" CMP Inv. = 25.02' 15" RCP Inv. = 25.69' 15" RCP Inv. = 26.31' I P F 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " Pond Pump House W e l l Pump House Well Transformer 27 272828 29 28 2 8 28 29 29 29 29 29 29 29 28 29 28 2 8 2727 28 28 2 6 26 27 28 28 2 8 29 3031 30 28 28 29 25 25 26 26 27 27 2 5 25 26 26 27 26 2 6 26 26 26 27 2 7 27 2 7 28 2 8 28 2 8 262627 27 2525 26 2 6 27 27 25 25 26 26 2 6 26 27 27 2 7 27 M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y P. B . 4 9 , P g . 7 Stop bar (Typ.) Existing 10' Utility Easement P.B. 49, Pg 7 Existing 10' Utility Easement P.B. 49, Pg.7 Existing 10' x 10' Electric Easement D.B. 5837, Pg 1530 New Hanover County PID:R01800-007-051-000 MAPID: 323117.12.3156.000 D.B. 5572, Pg 2058-2061 Parcel 4 - P.B. 49, Pg 7 S6°15'30"W 1 7 6 5 . 7 2 'Madeline Trask DrCheste r f i e l d R d 26.92 26.97 27.58 26.60 27.09 26.87 26.90 26.81 26.77 27.03 27.55 27.48 27.32 27.77 27.87 27.95 27.85 27.82 27.66 28.25 27.75 28.44 24.88 28.46 X X X X O H P O H P O H P O H P O H P X X X X X X 29 28 28 28 29 30 29 29 29 29 29 28 2929 27 27 2 7 2627 27 Existing 7' sheet metal fence 28 26272627 27 27 28 303 0 30 3 0 2 7 2 7 2 8 2 8 2929 2 9 3 1 3 1 28 29 2 9 Existing 5' chain link fence No Tresspass sign Field sign Field sign 3 0 3 0 2 7 2 7 2 8 2 8 2 9 3 1 3 1 3 2 3 2 2 5 2 5 26 26 27 2627 28 29 2728 27 28 29 2 9 2828 D i r t r o a d S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION OV E R A L L E X I S T I N G C O N D I T I O N S NAD 83 L-1.0 0 SCALE 1"=80' 160'80' L-1.1 3" CEDAR 2" 3" CEDAR 2" 3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" E W W X X X X X X X X X X X X X X X X X X X X X X I P F 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " Pond 27 272828 29 28 2 8 28 29 29 29 29 29 29 29 28 29 28 2 8 2727 28 28 2 6 26 27 28 28 2 8 29 3031 30 28 28 29 25 25 26 26 27 27 25 25 26 26 27 26 2 6 26 26 26 27 2 7 27 2 7 28 2 8 28 2 8 262627 27 25 25 26 2 6 27 27 25 25 26 26 2 6 26 27 27 2 7 27 M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y P. B . 4 9 , P g . 7 Existing 10' Utility Easement P.B. 49, Pg 7 Existing 10' Utility Easement P.B. 49, Pg.7 Existing 10' x 10' Electric Easement D.B. 5837, Pg 1530 S6°15'30"W 1 7 6 5 . 7 2 'Madeline Trask DrCheste r f i e l d R d O H P O H P X 29 28 28 28 29 30 29 29 29 29 29 28 29 29 27 272627 27 28 26272627 27 27 28 303 0 30 3 0 2 7 2 7 2 8 2 8 2929 2 9 3 1 3 1 28 29 2 9 3 0 3 0 2 7 2 7 2 8 2 8 2 9 3 1 3 1 3 2 3 2 26 26 27 2627 28 29 2728 27 28 29 2 9 2828 299 pinus taeda 17(8) 188 liquidambar styraciflua 10(3) 49 pinus taeda 9(5) 132 liquidambar styraciflua 19 128 pinus taeda 8(20) 1 pinus taeda 16 2 pinus taeda 24 3 pinus taeda 194 liquidambar styraciflua 12 5 pinus taeda 8 6 pinus taeda 8(1) 7 pinus taeda 17 8 pinus taeda 8(2) 9 pinus taeda 8(3) 10 pinus taeda 9 11 pinus taeda 18 12 pinus taeda 18(1) 13 pinus taeda 9(1) 14 pinus taeda 21 15 pinus taeda 27 16 pinus taeda 28 17 pinus taeda 24(1) 18 pinus taeda 28(1) 19 pinus taeda 26 20 DEAD pinus taeda 19(1) 21 DEAD pinus taeda 26(1) 22 pinus taeda 8(4) 23 DEAD pinus taeda 14 24 quercus nigra 10 25 quercus nigra 11 26 liquidambar styraciflua 8 27 quercus nigra 8 28 quercus nigra 18 29 pinus taeda 9(2) 30 pinus taeda 8(5) 31 pinus taeda 8(6) 32 pinus taeda 9(3) 33 pinus taeda 18(2) 34 pinus taeda 18(3) 35 pinus taeda 15 36 pinus taeda 19(2) 37 pinus taeda 8(7) 38 pinus taeda 19(3) 39 pinus taeda 15(1) 40 pinus taeda 16(1) 41 pinus taeda 8(8) 42 pinus taeda 21(1) 43 liquidambar styraciflua 13 44 pinus taeda 8(9) 45 pinus taeda 10 46 liquidambar styraciflua 17 47 pinus taeda 18(4) 51 quercus nigra 14 52 pinus taeda 15(2) 53 liquidambar styraciflua 16 54 quercus nigra 9 55 pinus taeda 8(10) 56 pinus taeda 8(11) 57 pinus taeda 8(12) 58 pinus taeda 24(2) 59 pinus taeda 11 60 acer rubrum 10 61 pinus taeda 24(3) 62 pinus taeda 8(13) 63 pinus taeda 27(1) 64 liquidambar styraciflua 10 65 pinus taeda 21(2) 66 pinus taeda 23 67 pinus taeda 26(2) 68 pinus taeda 8(14) 69 pinus taeda 22 70 pinus taeda 8(15) 71 pinus taeda 22(1) 72 DEAD pinus taeda 23(1) 73 pinus taeda 25 74 pinus taeda 19(4) 75 pinus taeda 26(3) 76 pinus taeda 20 77 pinus taeda 22(2) 78 pinus taeda 22(3) 79 pinus taeda 12 80 DEAD pinus taeda 21(3) 81 liquidambar styraciflua 10(1) 82 pinus taeda 15(3) 83 DEAD pinus taeda 16(2) 84 pinus taeda 22(4) 85 pinus taeda 24(4) 86 pinus taeda 24(5) 87 pinus taeda 23(2) 88 pinus taeda 8(16) 89 pinus taeda 24(6) 90 pinus taeda 26(4) 91 pinus taeda 8(17)92 pinus taeda 21(4) 93 pinus taeda 23(3) 94 pinus taeda 24(7) 95 pinus taeda 19(5) 96 DEAD pinus taeda 18(5) 97 pinus taeda 23(4) 98 pinus taeda 26(5) 99 liquidambar styraciflua 17(1) 100 DEAD pinus taeda 22(5) 101 pinus taeda 18(6) 102 pinus taeda 21(5) 103 DEAD pinus taeda 21(6) 104 pinus taeda 30 105 pinus taeda 29 106 pinus taeda 27(2) 107 pinus taeda 22(6) 108 pinus taeda 25(1) 109 acer rubrum 20 110 pinus taeda 26(6) 111 pinus taeda 22(7) 112 pinus taeda 23(5) 113 pinus taeda 32 114 pinus taeda 20(1) 115 DEAD pinus taeda 20(2) 116 pinus taeda 25(2) 117 pinus taeda 24(8) 118 pinus taeda 8(18) 119 quercus nigra 15 120 liquidambar styraciflua 10(2) 121 quercus nigra 25 122 pinus taeda 8(19) 123 pinus taeda 22(8) 124 pinus taeda 18(7) 125 pinus taeda 25(3) 126 pinus taeda 23(6) 127 pinus taeda 18(8) 129 prunus serotina 8 130 quercus nigra 12(1) 131 ulmus rubra 20 133 liquidambar styraciflua 18 134 pinus taeda 8(21) 135 pinus taeda 21(7) 136 prunus serotina 13 137 pinus taeda 8(22) 138 pinus taeda 21(8) 139 pinus taeda 23(7) 140 DEAD pinus taeda 16(3)141 pinus taeda 8(23)142 pinus taeda 9(6) 143 pinus taeda 9(7) 144 pinus taeda 11(1) 145 pinus taeda 12(1) 146 liquidambar styraciflua 11 147 pinus taeda 17(1) 148 pinus taeda 16(4) 149 pinus taeda 20(3) 150 pinus taeda 13 151 pinus taeda 13(1) 152 quercus nigra 10(1) 153 prunus serotina 9 154 quercus nigra 9(1) 155 liquidambar styraciflua 9 156 liquidambar styraciflua 9(1)157 quercus nigra 9(2) 158 pinus taeda 27(3) 159 quercus nigra 8(1) 160 quercus nigra 8(2) 161 quercus nigra 25(1) 162 pinus taeda 8(24) 163 pinus taeda 8(25) 164 DEAD pinus taeda 25(4) 165 pinus taeda 23(8) 166 pinus taeda 8(26) 167 pinus taeda 28(2) 168 pinus taeda 26(7) 169 pinus taeda 8(27) 170 pinus taeda 8(28) 171 liquidambar styraciflua 16(1) 172 pinus taeda 29(1) 173 pinus taeda 28(3) 174 pinus taeda 22(9) 175 acer rubrum 20(1) 176 liquidambar styraciflua 20 177 pinus taeda 8(29) 178 liquidambar styraciflua 12(1) 179 liquidambar styraciflua 20(1) 180 pinus taeda 19(6) 181 pinus taeda 22(10) 182 pinus taeda 8(30) 183 pinus taeda 9(8) 184 pinus taeda 8(31) 185 pinus taeda 8(32) 186 pinus taeda 19(7) 187 pinus taeda 19(8) 189 liquidambar styraciflua 10(4) 190 pinus taeda 8(33) 191 pinus taeda 13(2)192 liquidambar styraciflua 13(1) 193 pinus taeda 20(4) 194 quercus nigra 12(2) 195 pinus taeda 16(5) 196 prunus serotina 10 197 pinus taeda 9(9) 198 pinus taeda 8(34) 199 pinus taeda 8(35) 201 pinus taeda 17(2) 204 pinus taeda 11(2) 206 pinus taeda 22(11) 207 pinus taeda 18(9) 208 pinus taeda 26(8) 209 pinus taeda 21(9) 210 pinus taeda 23(9) 211 pinus taeda 0 212 pinus taeda 20(5) 213 pinus taeda 25(5) 214 pinus taeda 25 215 pinus taeda 0(2) 216 liquidambar styraciflua 14 217 pinus taeda 18(10) 218 pinus taeda 23(10) 219 pinus taeda 19(10) 220 pinus taeda 23(11) 221 pinus taeda 0(3) 222 pinus taeda 21(10) 223 pinus taeda 18(11) 224 DEAD pinus taeda 19(11) 225 pinus taeda 22(12) 226 pinus taeda 15(4) 227 liquidambar styraciflua 22 228 liquidambar styraciflua 8(1) 229 pinus taeda 11(3) 230 liquidambar styraciflua 12(2) 231 liquidambar styraciflua 15 232 liquidambar styraciflua 9(2) 233 pinus taeda 24(9) 234 pinus taeda 8(36) 235 pinus taeda 22(13) 236 pinus taeda 19(12) 237 pinus taeda 8(37) 238 quercus nigra 11(1) 239 pinus taeda 8(38) 240 pinus taeda 8(39) 241 quercus nigra 12(3) 242 pinus taeda 18(12) 243 liquidambar styraciflua 12(3) 244 quercus nigra 10(2) 245 pinus taeda 17(3) 246 pinus taeda 12(2) 247 pinus taeda 0(4) 248 pinus taeda 16(6) 249 liquidambar styraciflua 9(3) 250 pinus taeda 23(12) 251 pinus taeda 9(10) 252 pinus taeda 11(4) 253 pinus taeda 22(14) 254 pinus taeda 18(13) 257 pinus taeda 10(1) 258 pinus taeda 15(5) 259 pinus taeda 12(3) 262 pinus taeda 0(5) 263 acer rubrum 27 264 pinus taeda 13(3) 265 pinus taeda 16(7) 266 pinus taeda 14(1) 267 pinus taeda 8(41) 268 pinus taeda 15(6) 269 pinus taeda 31 270 acer rubrum 11 271 acer rubrum 9 272 pinus taeda 14(2) 273 pinus taeda 16(8) 274 pinus taeda 17(4) 275 acer rubrum 16 276 pinus taeda 20(6) 277 liquidambar styraciflua 9(4) 278 pinus taeda 15(7) 279 pinus taeda 22(15) 280 pinus taeda 22(16) 281 pinus taeda 10(2) 282 pinus taeda 13(4) 283 quercus nigra 11(2) 284 pinus taeda 21(11) 285 pinus taeda 26(10) 286 pinus taeda 21(12) 287 pinus taeda 17(5) 288 pinus taeda 19(13)289 pinus taeda 9(12) 290 pinus taeda 17(6) 291 pinus taeda 13(5) 292 pinus taeda 20(7) 293 pinus taeda 18(14) 294 pinus taeda 17(7) 295 pinus taeda 20(8) 296 pinus taeda 12(4) 297 pinus taeda 9(13) 298 pinus taeda 17 300 pinus taeda 22(17) 301 pinus taeda 8(42) 302 pinus taeda 16(9) 303 quercus nigra 13 304 pinus taeda 19(14) 305 pinus taeda 9(14) 306 pinus taeda 22(18) 307 pinus taeda 12(5) 308 pinus taeda 18(15) 309 pinus taeda 15(8) 310 pinus taeda 15(9) 311 pinus taeda 13(6) 312 pinus taeda 9(15) 313 pinus taeda 12(6) 314 pinus taeda 10(3) 315 pinus taeda 10(4) 316 pinus taeda 12(7) 317 pinus taeda 11(6) 318 pinus taeda 10(5) 319 pinus taeda 11(7) 320 pinus taeda 11(8) 321 pinus taeda 13(7) 322 liriodendron tulipifera 14 323 pinus taeda 8(43) 324 pinus taeda 10(6) 325 pinus taeda 16(10) 326 pinus taeda 14 327 pinus taeda 17(9) 328 pinus taeda 17(10) 329 pinus taeda 21(13) 330 pinus taeda 11(9) 331 pinus taeda 13(8) 332 liquidambar styraciflua 9(5) 333 pinus taeda 23(13) 334 pinus taeda 12(8) 335 pinus taeda 11(10) 336 liquidambar styraciflua 8(2) 337 pinus taeda 19(15) 338 pinus taeda 13(9) 339 pinus taeda 9(16) 340 pinus taeda 15(10) 341 pinus taeda 18(16) 342 pinus taeda 17(11) 343 pinus taeda 19(16) 344 pinus taeda 15(11) 345 pinus taeda 16(11) 346 pinus taeda 8(44) 347 pinus taeda 13(10) 348 pinus taeda 16(12) 349 pinus taeda 8(45) 350 pinus taeda 8(46) 351 pinus taeda 16(13) 352 pinus taeda 11(11) 353 pinus taeda 19(17) 354 pinus taeda 18(17) 355 pinus taeda 9(17) 356 pinus taeda 21(14) 357 pinus taeda 16(14) 358 pinus taeda 14(3) 359 pinus taeda 12(9) 360 pinus taeda 9(18) 361 pinus taeda 23(14)362 pinus taeda 12(10) 363 pinus taeda 11(12) 364 pinus taeda 15(12) 365 pinus taeda 17(12) 366 pinus taeda 16(15) 367 pinus taeda 8(47) 368 pinus taeda 13(11) 369 pinus taeda 8(48) 370 pinus taeda 18(18) 371 quercus nigra 12(4) 372 pinus taeda 18(19) 373 pinus taeda 21(15) 374 pinus taeda 22(19) 375 pinus taeda 20(9) 376 pinus taeda 18(20) 377 pinus taeda 23(15) 378 pinus taeda 18(21) 379 pinus taeda 16(16) 380 pinus taeda 20(10) 381 pinus taeda 14(4) 382 pinus taeda 22(20) 383 pinus taeda 20(11) 384 pinus taeda 23(16) 385 pinus taeda 20(12) 386 pinus taeda 20(13) 387 pinus taeda 21(16) 388 pinus taeda 17(13) 389 pinus taeda 31(1) 390 pinus taeda 18(22) 391 pinus taeda 21(17) 392 pinus taeda 21(18) 393 pinus taeda 16(17) 394 pinus taeda 19(18) 395 pinus taeda 24(10) 396 pinus taeda 15(13) 397 pinus taeda 23(17) 398 pinus taeda 11(13) 399 liquidambar styraciflua 17(2) 400 pinus taeda 11(14) 401 pinus taeda 16(18) 402 pinus taeda 14(5) 403 liquidambar styraciflua 14(1) 404 pinus taeda 17(14) 405 pinus taeda 16(19) 406 liquidambar styraciflua 26 407 pinus taeda 21(19) 408 pinus taeda 20(14) 409 pinus taeda 17(15) 410 pinus taeda 17(16) 411 pinus taeda 18(23) 412 pinus taeda 18(24) 413 pinus taeda 21(20) 414 pinus taeda 23(18) 415 pinus taeda 21(21) 416 pinus taeda 16(20) 417 pinus taeda 23(19) 418 pinus taeda 22(21) 419 pinus taeda 15(14) 420 pinus taeda 24(11) 421 pinus taeda 23(20) 422 pinus taeda 17(17) 423 pinus taeda 16(21) 424 pinus taeda 25(6) 425 pinus taeda 23(21) 426 pinus taeda 22(22) 427 pinus taeda 25(7) 428 pinus taeda 26(11) 429 pinus taeda 25(8) 430 pinus taeda 19(19) 431 pinus taeda 20(15) 432 pinus taeda 25(9) 433 pinus taeda 23(22) 48 pinus taeda 9(4) 255 pinus taeda 8(40) 256 pinus taeda 11(5) 260 pinus taeda 9(11) 261 pinus taeda 26(9) 50 quercus nigra 12 200 pinus taeda 19(9) S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION TR E E I N V E N T O R Y P L A N NAD 83 L-1.2 SCALE 1"=50' 100'50'0 S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION TR E E I N V E N T O R Y D A T A L-1.3 TP TP TP TP T P TP TP T P TP TP TP T P TP TP TP TP TP TP TP T P TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP T P TP TP TP TP TP TP TP TP TP LO D LO D LO D LO D LO D LO D LOD LOD LODLODLODLOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D LO D LO D L O D L O D L O D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D L O D LOD LOD LO D L O D L O D LOD L O D LO D LO D LO D L O D LOD LOD LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD TP TP TP TP TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP T P E W W X X X X X X X X X X Existing 10' Utility Easement P.B. 49, Pg 7 Existing 10' x 10' Electric Easement D.B. 5837, Pg 1530 X O H P O H P X X S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 2 . 0 - D E M O . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 3 8 P M | b y Kh e l s e y L e m o n DE M O L I T I O N P L A N L-2.0 NAD 83 SCALE 1"=50' 100'50'0 1.ALL MATERIALS NOTED FOR REMOVAL TO BE DISPOSED OF OFF SITE AND IN A LEGAL MANNER. 2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY NECESSARY TRAFFIC CONTROL AND TRAFFIC CONTROL IS TO MEET REQUIREMENTS OF NEW HANOVER COUNTY AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 3.ALL WORK IS TO BE DONE TO THE NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. 4.PRIOR TO BEGINNING DEMOLITION CONTRACTOR SHOULD INSTALL REQUIRED EROSION CONTROL DEVICES AND CONDUCT ANY NECESSARY PRE-CONSTRUCTION MEETINGS WITH NEW HANOVER COUNTY. 5.ITEMS NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. THIS INCLUDES TREES NOT NOTED FOR REMOVAL. DAMAGE TO THESE ITEMS SHALL BE CORRECTED IN KIND AT NO ADDITIONAL COST TO THE OWNER. 6.REFERENCE GRADING PLANS FOR LIMITS OF GRADING . 7.BEFORE YOU DIG, STOP, CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. 8.ALL UTILITIES NOT NOTED FOR REMOVAL TO BE PROTECTED THROUGHOUT CONSTRUCTION. 9.CONTRACTOR IS RESPONSIBLE FOR CALLING A UTILITY LOCATING SERVICE AND HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING CONSTRUCTION. 10.THE LOCATION OF EXISTING UNDERGROUND UTILITY AS SHOWN IS APPROXIMATE ONLY; UTILITIES MAY EXIST WHICH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE WITHIN THE LIMITS OF ANY GRADING OR EXCAVATION. 11.CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND INITIATE CLEAN-UP OF LITTER AND REFUSE GENERATED BY HIMSELF AND ANY SUBCONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING, PLACING, AND MAINTAINING SUITABLE REFUSE CONTAINERS ONSITE. THE CLEANUP SHALL BE DONE ON A REGULAR BASIS AND AT NO ADDITIONAL COST TO THE OWNER. 12.PRIOR TO BEGINNING DEMOLITION WORK, CONTRACTOR TO INSTALL TREE PROTECTION FENCE AND HAVE IT INSPECTED BY NEW HANOVER COUNTY. 13.NEW HANOVER COUNTY RESERVES THE RIGHT TO REQUIRE ADDITIONAL TREES TO BE REMOVED AND/OR PROTECTED UPON INSPECTION OF THE TREE PROTECTION FENCE. 14.TREE PROTECTION FENCING SHALL BE INSTALLED AR A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE (CRZ) OF TREES. CRZ IS DEFINED AS A RADIUS OF 1' FEET PER CALIPER INCH AT DBH FROM TRUNK OF TREE. GENERAL DEMOLITION NOTES: TREE AREA TO BE DEMOLISHED SELECTIVE VEGETATION REMOVAL AREA LEGEND: FENCE EDGE OF TREELINE GUYCABLE TV PEDESTAL IRF - IRON ROD FOUND TELEPHONE PEDESTAL FIRE HYDRANT LIGHT POLE POWER POLE ELECTRIC BOX X X OHP SIGN STORM PIPE OVERHEAD POWER LINE BOLLARD WATER VALVE WATER METER ELECTRIC METER E C T ELECTRIC MANHOLE PROPERTY LINE WELLW TREESTORM INLET RIGHT OF WAY LINE TREE PROTECTION FENCETP EXISTING EASEMENT LINE DITCH LINE PROPOSED TREELINE RIP RAP LIMITS OF DISTURBANCELOD EDGE OF PAVEMENT SILT FENCE SAFETY FENCESAFSAF D-101 D-102 D-106 D-109 D-104 D-103 D-107D-105 D-103 D-107 DEMOLITION SYMBOL DESCRIPTION QTY DETAIL CLEAR AND GRUB TREES WITHIN LIMITS SHOWN. REMOVE ALL VEGETATION. SELECTIVE UNDERSTORY VEGETATION REMOVAL. REMOVE ALL VEGETATION 5" IN CALIPER OR LESS WITHIN LIMITS SHOWN. LIMB BRANCHES UP TO 8` HEIGHT. TREE PROTECTION FENCE SILT FENCE SAFETY FENCE CONSTRUCTION ENTRANCE PROTECT EXISTING UTILITIES PROTECT EXISTING UNDERGROUND UTILITIES TO REMAIN. LOCATE PRIOR TO CONSTRUCTION. LIMITS OF DISTURBANCE D-101 D-102 D-103 D-104 D-105 D-106 D-107 D-108 D-109 REFERENCE NOTES SCHEDULE D-103 D-104 D-108 2 9 2 9 2 9 3 0 3 1 3 0 2 7 2 8 2 9 2 8 2 9 29 28 2 8 2 9 28 29 2 7 2 4 27 24 26 2625 2 6 2 5 27 27 2 7 2 7 2 7 27 25 25 26 2 6 26 25 27 28 2 8 28 28 29 29 2 8 27 28 2 9 3 0 3 0 3 1 2 7 2 8 2 7 2 8 27 26 26 25 26 2 6 25 27 252728 2725 2 7 26 2 5 27 27 25 2 6 26 2 6 3" CEDAR 2" 3" CEDAR 2"3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" E W W X X X X X 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " 27 272828 29 28 2 8 28 29 29 29 29 29 29 29 28 29 28 2 8 2727 28 28 2 6 26 27 28 28 2 8 29 3031 30 28 28 29 25 25 26 26 27 27 25 25 26 26 27262 6 26 26 26 27 2 7 27 2 7 28 2 8 28 2 8 262627 27 2525 26 2 6 27 27 25 25 26 26 2 6 26 27 27 2 7 27 M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y P. B . 4 9 , P g . 7 X X O H P O H P X X 29 28 28 28 29 30 29 29 29 29 29 28 2929 27 27 2 72627 27 28 26272627 27 27 28 303 0 30 3 0 2 7 2 7 2 8 2 8 2929 2 9 3 1 3 1 28 29 2 9 3 0 3 0 2 7 2 7 2 8 2 8 2 9 3 1 3 1 3 2 3 2 2 5 2 5 26 26 27 2627 28 29 2728 27 28 29 2 9 2828 ST M ST M STM STM STM STM U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 4 . 0 - G R A D . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 3 8 P M | b y Kh e l s e y L e m o n OV E R A L L G R A D I N G & D R A I N A G E P L A N NAD 83 L-4.0 0 SCALE 1"=80' 160'80' SEE SHEET L-4.1 2 9 2 9 2 9 3 0 3 1 3 0 2 7 2 8 2 9 2 8 2 9 29 28 2 8 29 28 29 2 7 2 4 27 24 26 2625 2 6 2 5 27 27 2 7 2 7 2 7 27 25 25 26 2 6 26 25 27 28 2 8 28 28 29 29 2 8 27 28 29 3 0 3 0 3 1 2 7 2 8 2 7 2 8 27 26 26 25 26 2 6 25 27 25 27 28 2725 26 2 5 27 27 25 E W W X X X X X X X X X O H P O H P X X WET POND SCM ST M ST M STM STM STM STM STM STM STM STM D U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR UDR STD. NCDOT DROP INLET, TYP FIELD UNDERDRAIN SYSTEM FIELD UNDERDRAIN SYSTEM CULVERT STD. NCDOT END STRUCTURE, TYP ST M ST M STM S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 4 . 0 - G R A D . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 4 0 P M | b y Kh e l s e y L e m o n GR A D I N G & D R A I N A G E P L A N NAD 83 L-4.1 SCALE 1"=50' 100'50'0 2 7 2 4 27 24 26 26 25 2 6 2 5 27 27 2 7 2 7 2 7 27 26 26 25 26 2 6 25 27 2 7 26 2 5 27 25 2 6 26 3" CEDAR 2" 2" 25.87 25.38 E 27.52 28.06 28.67 27.93 26.94 26.99 27.19 27.74 X X X X X X X X X 4" MAPLE 4" 3 " 3 " 25 26 27 26 27 28 262627 27 25 25 26 26 27 27 25 25 26 26 27 27 27 27.58 27.09 26.87 26.90 26.81 26.77 27.03 27.48 27.32 27 27 26 26 27 STM U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R U D R 27 26 25 23 22 21 20 19 23 2221 20 19 18 17 S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 4 . 0 - G R A D . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 0 P M | b y St e p h a n i e D a v i s GR A D I N G & D R A I N A G E P L A N E N L A R G E M E N T NAD 83 L-4.2 0 SCALE 1"=20' 40'20' FFE 29 3" CEDAR 2" 3" CEDAR 2"3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" E W W X X X X X I P F 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " Pond M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y P. B . 4 9 , P g . 7 S6°15'30"W 1 7 6 5 . 7 2 'M a d e l i n e T r a s k D r Cheste r f i e l d R d X X O H P O H P X X Existing 7' sheet metal fenceExisting 5' chain link fence Field sign Field sign D i r t r o a d WET POND SCM R5' R100' R108' R30' R22' 61' S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 5 . 0 - L A Y O U T . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 0 P M | b y St e p h a n i e D a v i s OV E R A L L S I T E P L A N L-5.0 NAD 83 0 SCALE 1"=80' 160'80' 3" CEDAR 2" 3" CEDAR 2" 3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" E W W X X X X X X X X X X 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " Pond M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y S6°15'30"W 1 7 6 5 . 7 2 'Madeline Trask DrCheste r f i e l d R d X O H P O H P X X Existing 7' sheet metal fenceExisting 5' chain link fence Field sign Field sign OPEN LAWN- FLEX SPACE FU T U R E G R E E N W A Y FU T U R E G R E E N W A Y OPEN SPACE FU T U R E G R E E N W A Y WET POND SCM R5' R100' R108' R30' R22' 61' S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 5 . 0 - L A Y O U T . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 0 P M | b y St e p h a n i e D a v i s S I T E P L A N L-5.1 NAD 83 SCALE 1"=50' 100'50'0 L-103 L-104 L-105 L-105 L-106 L-106 L-106 L-106 L-109 L-110 L-115 L-102 L-102 L-102 L-102 L-102 SYMBOL DESCRIPTION QTY DETAIL ASPHALT ROAD MUSCO LIGHTPOLE, BY OTHERS MULTI-PURPOSE FIELD (360` X 225`, 120 YDS X 75 YDS) 8` TALL BLACK VINYL COATED CHAINLINK FENCE 8` TALL BLACK VINYL COATED CHAINLINK FENCE DOUBLE SWING GATE - 10` WIDE 8` TALL BLACK VINYL COATED CHAINLINK FENCE PEDESTRIAN ACCESS GATE - 4` WIDE 4` TALL BLACK VINYL COATED CHAINLINK FENCE 4` TALL BLACK VINYL COATED CHAINLINK FENCE ACCESS GATE - 10` WIDE 6` WIDE MULCH PATH FUTURE 10` WIDE ASPHALT GREENWAY PATH - NOT IN CONTRACT GRAVEL PAVING HEAVY DUTY CONCRETE PAVING STANDARD DUTY ASPHALT PAVING 6" CONCRETE CURB 9" WIDE CONCRETE BAND CONCRETE WHEEL STOP (TYP.) ADA PARKING SYMBOLS PARKING SPACE STRIPING (TYP.) L-101 L-102 L-103 L-104 L-105 L-106 L-107 L-108 L-109 L-110 L-111 L-112 L-113 L-114 L-115 L-116 L-117 L-118 LAYOUT SCHEDULE MID SIZED 63' 225' 360' 20' 15' 8' 15' 20' 20' 20' 18' 9' 8' 9.53' 44' 1.ANY DISCREPANCIES IN LAYOUT SHOULD BE BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO CONSTRUCTION. 2.WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSION. DO NOT SCALE DRAWINGS. ALL DIMENSIONS TO BACK OF CURB UNLESS OTHERWISE NOTED. 3.ALL STAKING WORK TO BE DONE BY A LICENSED SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA. 4.DIMENSIONS ARE REFERENCED TO BACK OF CURB UNLESS OTHERWISE NOTED. 5.PROVIDE EXPANSION JOINT WHERE PROPOSED CONCRETE PAVING MEETINGS EXISTING. 6.ALL BENCHES AND TRASH RECEPTACLES TO BE PROVIDED BY NEW HANOVER COUNTY AND FIELD LOCATED BY LANDSCAPE ARCHITECT. 7.LANDSCAPE ARCHITECT TO APPROVE LAYOUT IN FIELD PRIOR TO CONSTRUCTION. 8.ALL NEW PAVEMENT TO MEET EXISTING PAVEMENT FLUSH. GENERAL LAYOUT NOTES: IRRIGATION NOTES: 1.CONTRACTOR TO PROVIDE IRRIGATION ON MULTI-PURPOSE FIELDS. 2.SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. 3.ENSURE COMPLETE COVERAGE INSIDE FENCE LINE. 4.UTILIZE AUTOMATIC CONTROLLERS. 5.CONNECT WATER SUPPLY TO EXISTING IRRIGATION WELLS. L-102 24' 24' 24' 21' CONCRETE GATHERING SPACE FUTURE FITNESS AREA EXISTING UTILITIES L-111 L-104 L-105 32' 36' L-116 L-113 L-113 L-114 L-117 L-118 L-101 L-107 L-108 L-112 3" CEDAR 2" E X X X X X X X X X 4" 3 " 3 " PondMadeline Trask DrField sign FU T U R E G R E E N W A Y ( B Y O T H E R S ) R5' R100' R108' R30' R22' 61' S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 5 . 0 - L A Y O U T . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 0 P M | b y St e p h a n i e D a v i s NAD 83 G A T H E R I N G S P A C E E N L A R G E M E N T L-5.2 0 SCALE 1"=20' 40'20' L-111 L-104 L-105 L-112 L-112 L-112 SYMBOL DESCRIPTION QTY DETAIL 8` TALL BLACK VINYL COATED CHAINLINK FENCE 8` TALL BLACK VINYL COATED CHAINLINK FENCE DOUBLE SWING GATE - 10` WIDE GRAVEL PAVING HEAVY DUTY CONCRETE PAVING L-104 L-105 L-111 L-112 LAYOUT SCHEDULE ENLARGEMENT 8' NOTES: 1.ALL PROPOSED PAVEMENT TO MEET EXISTING PAVEMENT IN A FLUSH CONDITION. 2.CONTRACTOR TO VERIFY ALL UTILITIES BEFORE BEGINNING CONSTRUCTION. 3.COORDINATE WITH UTILITY DRAWINGS FOR ALL UTILITY CONNECTIONS. EXISTING IRRIGATION WELL 32' 36' R30' R5' 3" CEDAR 2" 3" CEDAR 2" 3" CEDAR 2" CEDAR 3" CEDAR 2" CEDAR 2" E W W X X X X X X X X X X 5" MAPLE 5" MAPLE 4" MAPLE 4" 3 " 3 " Pond M a d e l i n e T r a s k D r i v e 6 0 ' P u b l i c R i g h t - o f - W a y S6°15'30"W 1 7 6 5 . 7 2 'Madeline Trask DrCheste r f i e l d R d X O H P O H P X X Existing 7' sheet metal fenceExisting 5' chain link fence Field sign Field sign WET POND SCM BERMUDA SPRIGS (217,183 sf)SEEDED AND STRAWED WITH BERMUDA TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS CA 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2.5" CAL.B&B OR CONTAINER SINGLE STRAIGHT LEADER MG 7 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 8` HT, MIN B&B OR CONTAINER QC 4 QUERCUS COCCINEA SCARLET OAK 2.5" CAL.B&B OR CONTAINER SINGLE STRAIGHT LEADER PLANT SCHEDULE SEEDED AND STRAWED WITH BERMUDA (7) MG (2) QC (3) CA (1) QC (1) QC S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 6 . 0 - P L N T . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 1 P M | b y St e p h a n i e D a v i s LAWN MULCHED PATH PL A N T I N G P L A N L-6.0 NAD 83 SCALE 1"=50' 100'50'0 LAWN LAWN 1.ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK ANSI.Z60. 2.CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR LICENSED IN THE STATE OF NORTH CAROLINA. 3.LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD. 4.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. 5.PREPARE PLANT BEDS PER SPECIFICATIONS. 6.INSTALL PLANTS AND MULCH BEDS WITH 3" OF TRIPLE-SHREDDED HARDWOOD MULCH. 7.ALL DISTURBED AREAS NOT NOTED FOR PLANT BEDS OR PAVING TO BE STABILIZED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT AND/OR ENGINEER AND SHALL BE PERMANENTLY SEEDED WITH BERMUDA SEED TURF GRASS. 8.LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION PER SPECIFICATIONS. 9.CONTRACTOR TO MAINTAIN PLANT MATERIAL PER SPECIFICATIONS. 10.AREAS DAMAGED BY LANDSCAPE CONTRACTOR TO BE REPAIRED AT NO ADDITIONAL COST TO OWNER. 11.ANY EXISTING VEGETATION, NOT INVOLVED IN NEW CONSTRUCTION, SHALL BE ISOLATED AND PROTECTED BY TREE PROTECTION FENCING. 12.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 13.GENERAL CONTRACTOR RESPONSIBLE FOR ALL CODE-COMPLIANT PLANTINGS ALONG RIGHT-OF-WAY AND IN PARKING LOT. 14.OWNER TO PURCHASE AND INSTALL ALL OTHER PLANTS. 15.OWNER TO SPRIG MULTI-PURPOSE FIELD WITH BERMUDA. GENERAL PLANTING NOTES: 6' MULCH RING TYP. S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 6 . 0 - P L N T . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 1 P M | b y St e p h a n i e D a v i s PL A N T I N G D E T A I L S & N O T E S L-6.1 NOTES: 1.WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6" (10-15CM) OVER THE ENTIRE AREA. 2.FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 3.DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL; USE LOWERED PLANTING HOLE DEPTH AND DESIGN ALTERNATE DRAINAGE SYSTEM AS REQUIRED. 4.THOROUGHLY SOAK ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 5.THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES. 6.DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. 7.AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS 8.BEFORE PLANTING, ADD 3-4" OF WELL-COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL SOIL. 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 THE END OF THE FIRST GROWING SEASON. 4" RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL. (ESPECIALLY IMPORTANT IF ROOT BALL IS RAISED ABOVE GROUND) TRIPLE SHREDDED HARDWOOD MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE. DIG WIDTH OF PLANTING HOLE 3 TIMES THE DIAMETER OF THE ROOT BALL. CUT BURLAP, ROPE, AND WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL. EXTEND STAKES INTO UNDISTURBED SUBGRADE. PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE; ALLOW REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY. SET ROOT BALL ON UNDISTURBED SOIL TO PREVENT SETTLING. .4"-6" DEEPER THAN ROOT BALL. TREE PLANTING NTS1 NOTES: 1.Tree shall have same relation to grade as it had in nursery NEVER CUT LEADER RUBBER HOSES 2/3 UP TREE GUY WIRES W/ TURNBUCKLES; (2) PER TREE (2) STAKES PER TREE 3" MULCH ROTOTILLED NATIVE SOIL; AMEND PER SPECS SAUCER AROUND PIT CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL SCARIFY SUBGRADE EVERGREEN PLANTING2 PRUNE AND THIN DECIDUOUS SHRUBS APPROX. 1/2 OF INITIAL BRANCHES TO COMPENSATE FOR LOSS OF ROOTS WHILE DIGGING. FOLLOWING PRUNING PLANT SHALL MEET SPECIFIED SIZE. 3" MULCH MIN. PER SPECS 4" EARTH BERM TO FORM SAUCER REMOVE ALL METAL/PLASTIC CONT. PRIOR TO PLANTING. SLICE FIBER ROOTS IN THREE PLACES TO ALLOW ROOT GROWTH. LOOSEN BURLAP AT STEM/ALLOW IT TO REMAIN ON BALL. TAMPS OR WATER TOPSOIL MIXTURE AT 6" INTERVALS NOTES: 1.SOIL MIX: 1/3 ORGANIC MATTER, 2/3 EXIST SOIL. 2.WIDTH OF PLANT PIT: SANDY SOIL, 24" WIDER THAN PLANT BALL; CLAY SOIL, 12" WIDER THAN PLANT BALL 3.FOR PLANTING AREAS WHERE SOIL HAS BEEN COM-PACTED BY EQUIP. CONTACT LA PRIOR TO PLANTING. 4.FOR CAMELLIAS, RHODOS, AZALEAS, AND LAURELS: SOIL MIX, 2/3 ORGANIC AND 1/3 EXISTING SOIL 5.SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID PRIOR TO DIGGING. SHRUB PLANTING3 TURN SUBBASE TO BREAK UP COMPACTION AT DEPTH OF 4"-6" SUBBASE; SCARIFY SURFACE PLANTING SOIL PROFILE NTS 8" PLANTING SOIL 65-70% NATIVE TOPSOIL 30-35% ORGANIC COMPOST MIXED THOROUGHLY TO MEDIUM TEXTURE NOTES: 1.All material to be free of toxic substances, weed seed, stones, sticks or other material harmful to plant growth. Topsoil: ph range of 6.0 to 7.0, min. 6% organic matter. 2.Compost: well-composted, stable, weed-free organic matter, ph range of 5.5 to 8. 3.Submit soil sample for analysis ... provide amendments per recommendations. 4.Remove any debris, rocks, or clumps 2" or larger. 5.Do not spread if planting soil, topsoil or subgrade is frozen, muddy, or excessively wet. 4 S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 7 . 0 - D E T A I L S . d w g | P l o t t e d o n 3/ 1 / 2 0 2 3 4 : 1 1 P M | b y St e p h a n i e D a v i s SI T E D E T A I L S L-7.0 6" CONCRETE 3,500 PSI @ 28 DAYS 6" ABC (98% COMPACTED) COMPACTED SUBGRADE (95% COMPACTED) NOTES: 1) Cross slope as shown on grading plan. 2) Expansion joints every 30' or as shown on the plans. 3) Control joints every 10' or as shown on the layout plans 4) Broom Finish WELDED WIRE MESH CONCRETE PAVING (HEAVY DUTY) 1 1/2" = 1'-0"1 ASPHALT PAVING (STANDARD DUTY) 2.5" INTERMEDIATE COURSE (I19.0B) 6" COMPACTED ABC (95% COMPACTION) COMPACTED SUBGRADE (95% COMPACTION) 1.5" SURFACE COURSE (S9.5B) 3 PAVEMENT PRECAST CONCRETE WHEEL STOP 6' LENGTH BY ADAMS PRODUCTS OR APPROVED EQUAL #3 REBAR. 18" LENGTH 6" 8" CONCRETE WHEEL STOP 1 1/2" = 1'-0" 6 R11 2" R11 2" 3 8" 3 8" 1' 9" 9" 1' R11 2" 3 8"1'-6" 1' 9" x 1'-0" x .080 STD. ALUM. SIGN TO READ "VAN ACCESSIBLE" BOLT TO POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 1'6" x 1'-0" x .080 STD. ALUM. ACCESSIBLE PARKING SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS 9" x1'-0" x.080 STD. ALUM. SIGN TO READ "MAXIMUM PENALTY $100, GS 20-37.6". BOLT TO POST W/ 3/8" CANDIUM PLATED NUTS, BOLTS & WASHERS GALVANIZED METAL CHANNEL POST COLORS: LEGEND AND BORDER: GREEN SYMBOL: WHITE ON BLUE BACKGROUND BACKGROUND: WHITE LEGEND AND BORDER: GREEN BACKGROUND: WHITE LEGEND AND BORDER: GREEN BACKGROUND: WHITE FINISHED GRADE ACCESSIBLE PARKING SIGN - GALVANIZED POST 3/8" = 1'-0" 1'-6" 6'-1" 3' 7 9 L-7.0 ACCESSIBLE PATH 8' MINIMUM 5' MINIMUM (8' FOR VAN ACCESSIBLE) 21' MINIMUM 4' MIN. CONCRETE WHEEL STOP 2' 9 L-7.0 ACCESSIBLE PARKING SPACE STRIPING 3/16" = 1'-0" 8 NOTES: 1.Transverse markings are - 4 inches wide / 3ft spacing / 45 deg. angle. 2.A) All markings on asphalt pavement are to be pre-formed thermoplastic (installed per manufacturer's recommendations); unless otherwise noted B) All markings on concrete pavement are to be painted (min 2 coats), unless otherwise noted 3.All markings to conform to mutcd guidelines and/or ncdot standards 4" WIDE WHITE LINES PER SPECS ON PROPOSED PAVEMENT, UNLESS OTHERWISE NOTED PAVEMENT MARKINGS 1/2" = 1'-0" 5' 3' 45° 4 8" COMPACTED ABC COMPACTED SUBGRADE GEOTEXTILE FABRIC GRAVEL PAVING 1 1/2" = 1'-0" 5 6" 6" 4" FINISHED GRADE CIP CONCRETE CURB 3,000 PSI @ 28 DAYS COMPACTED SUBGRADE CRUSHED STONE BASE PLANTING SOIL PER SPECS 1/2" RADIUS (TYP.) 12" FINISHED GRADE CONCRETE CURB 1" = 1'-0"2 S.DAVIS S.DAVIS B.MCLAMB JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . 54 1 0 T r i n i t y R o a d , S u i t e 1 0 2 | R a l e i g h , N C 2 7 6 0 7 TE L 9 1 9 . 8 6 6 . 4 9 5 1 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E RA L E I G H O F F I C E 3/1/2023 MU L T I - P U R P O S E F I E L D E X P A N S I O N NO R T H E R N R E G I O N A L P A R K / N E W H A N O V E R C O U N T Y 49720 AS SHOWN SITE PLAN NOT FOR CONSTRUCTION S: \ 3 3 4 \ 4 9 7 2 0 - N o r t h e r n R e g i o n a l P a r k \ D W G \ S h e e t \ C D \ 4 9 7 2 0 - 3 3 4 L - N R P - 7 . 0 - D E T A I L S . d w g | P l o t t e d o n 3 / 1 / 2 0 2 3 4 : 1 1 P M | b y S t e p h a n i e D a v i s SI T E D E T A I L S L-7.1 NOTES: 1. Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types chain link fence installations. 2. Refer to specifications for all pipe sizing 3. All concrete footings around posts at ground line shall be mounded & sloped for positive drainage. 4. All posts & hardware to be hot dipped galvanized sch. 40. 5. All gates to be secured with padlock furnished by owner. 5. Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to specifications COMPACTED SUBGRADE 12-18" DIA. CONCRETE FOOTINGS 3" CLEAR BOTTOM HINGE 180 DEG. SWING 36" MIN HEIGHT PER PLANS TOP HINGE 180 DEG. SWINGPER PLANS LOCKABLE FORK OR PLUNGER BAR LATCH PEDESTRIAN FENCE GATE - SINGLE 1/4" = 1'-0" 1 8' HEIGHT FOOTER DEPTH: 30" (4' HIGH) 36" (6-8' HIGH) 42" (10' HIGH) 8' CHAINLINK FENCE 1/4" = 1'-0" KNUCKELD SELVAGE @ TOP & BOTTOM (TYP.) TOP RAIL PER SPECS INLINE POST CAP TERMINAL POST CORNER OR END MIN. 3-7/8" O.D. (OR PER MANUFACTUER), SCH. 40 GALV 2" MESH CHAIN LINK FABRIC, 9 GA CORE (BLACK VINYL COATED) TENSION BAR (TYP.) TENSION BAR BANDS / CLIPS, 12" OC 12"-18" DIA CONCRETE FOOTINGS WIRE TIES @ 12" OC (TYP.) 2-7/8" OD LINE POSTS (TYP.) NOTES: 1. Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types chain link fence installations. 2. All concrete footings around posts at ground line shall be mounded & sloped for positive drainage. 3. All posts & hardware to be hot dipped galvanized sch. 40. 4. Gates to be secured with padlock furnished by owner. 5. Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to Specifications 3" CLEAR MIN. BOTTOM TENSION WIRE; 1-1/2" (MAX.) FROM FINISHED GRADE 3 NOTES: 1. Fence fabric shall be secured to gate frames with knuckled selvage along all edges for all types chain link fence installations. 2. Refer to Specifications for all pipe sizing 3. All concrete footings around posts at ground line shall be mounded & sloped for positive drainage. 4. All posts & hardware to be hot dipped galvanized sch. 40. 5. Gates to be secured with padlock furnished by owner. 6. Options: Vinyl-coated fabric, Privacy slats, Barbed wire/tape; Refer to Specifications COMPACTED SUBGRADE 12-18" DIA. CONCRETE FOOTINGS3" CLEAR BOTTOM HINGE 180 DEG. SWING (TYP.)36" MIN HEIGHT VARIES, PER PLANS TOP HINGE 180 DEG. SWINGPER PLANS' PEDESTRAIN FENCE GATE-DOUBLE 1/4" = 1'-0" LOCKABLE FORK OR PLUNGER BAR LATCH 2" MESH CHAIN LINK FABRIC, 9GA CORE; 2 PROJECT SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 Northern Regional Park Castle Hayne, NC LighƟng System Pole / Fixture Summary Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit S1-S2 70'70'4 TLC-LED-1200 4.68 kW A 70'2 TLC-LED-1500 2.86 kW A S3-S4 70'70'4 TLC-LED-1200 4.68 kW A 70'4 TLC-LED-1200 4.68 kW B 70'2 TLC-LED-1500 2.86 kW A 70'2 TLC-LED-1500 2.86 kW B S5-S6 70'70'4 TLC-LED-1200 4.68 kW B 70'2 TLC-LED-1500 2.86 kW B 6 48 60.32 kW Circuit Summary Circuit Description Load Fixture Qty A Soccer North 30.16 kW 24 B Soccer South 30.16 kW 24 Fixture Type Summary Type Source Wattage Lumens L90 L80 L70 Quantity TLC-LED-1500 LED 5700K - 75 CRI 1430W 160,000 >120,000 >120,000 >120,000 16 TLC-LED-1200 LED 5700K - 75 CRI 1170W 136,000 >120,000 >120,000 >120,000 32 Light Level Summary Calculation Grid Summary IlluminationGrid Name Calculation Metric Ave Min Max Max/Min Ave/Min Circuits Fixture Qty Glare - 150' Offset Max Candela (by Fixture)2135 442 6599 14.94 4.83 A,B 48 Soccer North Horizontal Illuminance 30.5 24.6 39.4 1.60 1.24 A 24 Soccer South Horizontal Illuminance 30.3 24.2 39.3 1.62 1.25 B 24 Spill - 150' Offset Horizontal Illuminance 0.02 0 0.11 36.12 8.10 A,B 48 Spill - 150' Offset Max Vertical Illuminance Metric 0.08 0.02 0.30 19.09 5.13 A,B 48 ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 32 29 26 25 25 26 29 33 37 39 32 26 26 32 39 37 32 38 32 25 25 32 38 32 34 35 32 26 26 32 35 34 33 33 28 26 26 28 33 33 26 30 27 25 25 26 30 26 26 30 27 25 25 26 30 26 33 33 28 26 26 28 33 33 34 35 32 27 26 32 35 34 32 38 32 25 25 32 38 32 37 39 32 26 26 32 39 37 32 29 26 25 25 26 29 33 S1 S2 14 4 ' 130' 14 4 ' 130' 14 4 ' 130' 14 4 ' 130'S4 S3 SCALE IN FEET 1 : 40 0'40'80' EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE THIS GRID OTHER GRIDS2S1-S2 70'-70' 70' TLC-LED-1200 TLC-LED-1500 4 2 4 2 0 0 2 S3-S4 70'-70' 70' TLC-LED-1200 TLC-LED-1500 4/4* 2/2* 4 2 4 2 4 TOTALS 36 24 12 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC GRID SUMMARY Name: Soccer North Size: 360' x 225' Spacing: 30.0' x 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES EnƟre Grid Guaranteed Average:30 Scan Average:30.46 Maximum:39.4 Minimum:24.6 Avg / Min:1.24 Guaranteed Max / Min:2.5 Max / Min:1.60 UG (adjacent pts):1.34 CU:0.78 No. of Points:96 LUMINAIRE INFORMATION Applied Circuits: A No. of Luminaires: 24 Total Load: 30.16 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciaƟon factor. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 33 30 26 24 25 26 30 34 38 39 31 25 26 31 39 37 34 39 32 25 25 32 39 32 35 36 32 27 27 33 36 33 32 33 29 27 27 29 33 32 25 29 26 25 25 27 29 25 25 29 26 24 25 27 29 25 32 33 28 26 26 29 33 31 34 35 32 27 27 32 35 32 33 38 31 25 25 32 38 32 38 38 31 26 26 31 39 37 33 30 26 25 25 26 30 34 S5 S6 14 6 ' 130' 14 4 ' 130' 14 4 ' 130' 14 6 ' 130' S4 S3 SCALE IN FEET 1 : 40 0'40'80' EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE THIS GRID OTHER GRIDS2S3-S4 70'-70' 70' TLC-LED-1200 TLC-LED-1500 4/4* 2/2* 4 2 4 2 2 S5-S6 70'-70' 70' TLC-LED-1200 TLC-LED-1500 4 2 4 2 0 0 4 TOTALS 36 24 12 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC GRID SUMMARY Name: Soccer South Size: 360' x 225' Spacing: 30.0' x 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES EnƟre Grid Guaranteed Average:30 Scan Average:30.32 Maximum:39.3 Minimum:24.2 Avg / Min:1.25 Guaranteed Max / Min:2.5 Max / Min:1.62 UG (adjacent pts):1.32 CU:0.78 No. of Points:96 LUMINAIRE INFORMATION Applied Circuits: B No. of Luminaires: 24 Total Load: 30.16 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciaƟon factor. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 S1 S2 S4 S3 S5 S6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SCALE IN FEET 1 : 100 0'100'200' Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC GRID SUMMARY Name: Spill - 150' Oīset Spacing: 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY HORIZONTAL FOOTCANDLES EnƟre Grid Scan Average:0.0243 Maximum:0.111 Minimum:0.003 No. of Points:99 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 48 Total Load: 60.32 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 S1 S2 S4 S3 S5 S6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.00.00.00.00.00.00.10.10.10.20.30.30.30.20.10.10.10.00.00.00.00.00.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.0 0.0 SCALE IN FEET 1 : 100 0'100'200' Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC GRID SUMMARY Name: Spill - 150' Oīset Spacing: 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY MAX VERTICAL FOOTCANDLES EnƟre Grid Scan Average:0.0820 Maximum:0.301 Minimum:0.016 No. of Points:99 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 48 Total Load: 60.32 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. ILLUMINATION SUMMARY Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 S1 S2 S4 S3 S5 S6 774 1016 773 637 930 1337 1095 2718 3383 4988 5178 6043 5388 4497 3242 2234 1471 912 1015 442 926 961 822 1378 1879 925 844 2010 1928 1787 1882 1857 1841 1763 2265 984 1396 2805 1913 2103 2268 2374 2088 2283 2060 824 1364 1859 1226 6989086661484205923374607466665995279481556294955463143413890405714881814757693865715 1331 1997 1362 922 2271 1997 2119 2390 2218 2067 1900 2679 1199 1090 2443 1742 1842 1827 1876 1781 2181 1766 761 1079 1860 1282 736 SCALE IN FEET 1 : 100 0'100'200' Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC GRID SUMMARY Name: Glare - 150' Oīset Spacing: 30.0' Height: 5.0' above grade ILLUMINATION SUMMARY CANDELA (PER FIXTURE) EnƟre Grid Scan Average: 2134.9465 Maximum: 6598.799 Minimum: 441.774 No. of Points:99 LUMINAIRE INFORMATION Applied Circuits: A, B No. of Luminaires: 48 Total Load: 60.32 kW Guaranteed Performance:The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements:Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15. Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. EQUIPMENT LAYOUT Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.ENGINEERED DESIGN By: dalexander · File #183135A · 25-Mar-22 Soccer North 360' x 225' 1 6 2 5 3 4 S1 7 12 8 11 9 10 S2 2530 26 29 27 28 S4 31 36 32 35 33 34 1318 14 17 15 16 S3 19 24 20 23 21 22 Soccer South 360' x 225' 4348 44 47 45 46 S5 37 42 38 41 39 40 S6 SCALE IN FEET 1 : 80 0'80'160' Pole locaƟon(s)dimensions are relaƟve to 0,0 reference point(s) Northern Regional Park Castle Hayne, NC EQUIPMENT LAYOUT INCLUDES: · Soccer North · Soccer South Electrical System Requirements:Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. InstallaƟon Requirements:Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons. EQUIPMENT LIST FOR AREAS SHOWN Pole Luminaires QTY LOCATION CLASS GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY / POLE 4 S1-S2 S5-S6 LSS70D -70' 70' TLC-LED-1500 TLC-LED-1200 2 4 2 S3-S4 LSS70E -70' 70' TLC-LED-1200 TLC-LED-1500 4/4* 2/2* 6 TOTALS 48 * This structure uƟlizes a back-to-back mounƟng conĮguraƟon SINGLE LUMINAIRE AMPERAGE DRAW CHART Ballast SpeciĮcaƟons (.90 min power factor) Line Amperage Per Luminaire (max draw) Single Phase Voltage 208 (60) 220 (60) 240 (60) 277 (60) 347 (60) 380 (60) 480 (60) TLC-LED-1500 8.5 8.1 7.4 6.4 5.1 4.7 3.7 TLC-LED-1200 7.0 6.6 6.1 5.2 4.2 4.0 3.0