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Home My WebLink About20211838 Ver 1_R4705_PermitDrawings_20220121_20220214Main check this road against the photo Bridge 53 is on SR 1142. Pipe 69 is S of US 64 A. Bridge 75 is S of SR 1455. Bridge 253 is N of SR 1401. Sycamore 1114 1104 1105 1205 1116 1195 1117 1115 1586 1117 1100 1102 1101 1001 1113 1112 1111 1108 1109 1103 1173 1172 1103 1171 1110 1106 1155 1174 1154 1147 1136 1135 1138 1137 1133 1129 1132 1113 1145 1148 1149 1121 1146 1106 1131 1128 1120 1100 1001 1130 1142 1445 1445 1180 1124 1190 1122 1181 1183 1178 1169 1409 1420 1440 1420 1442 1422 1420 1423 1409 1407 1408 1138 1410 1118 1117 1119 1119 1193 1192 1191 1176 1187 1175 1177 1188 1176 1188 1120 1119 1001 1127 1127 1128 1126 1125 1140 1201 1141 1141 1170 1200 1131 1106 1206 1202 1204 1139 1143 1113 1144 1138 1139 1113 1139 1151 1151 1150 1150 11451145 1145 1186 11591203 1179 11991184 1185 14311400 1438 1437 1189 1152 1401 1401 1400 1306 1307 1305 1002 1309 1403 1159 1159 1402 1309 1404 1409 1411 1149 1451 1124 1207 1208 1209 1142 1198 1194 11941142 1142 1142 1123 1123 1434 1169 1452 1453 1212 1211 1125 1124 1213 1214 1140 1455 1454 1456 1001 1001 1215 1153 1136 1154 1155 1113 1106 1134 1134 1137 1106 1001 1100 1001 1108 1103 1104 1106 1106 1001 1210 1114 1129 1133 1114 1138 1406 1457 1458 Pop. 51 Bear Grass Everetts Gold Point Pop. 108 Pop. 177 Crossroads Cory’s SmithwickReady Branch TurkeyCREEK TRANTERS CollieFlatllie CSX RAILROAD Haughton St.Swam p GrassBearSwampSwampSwamp 1182 Chapel Wilson Martin Co. Airport 1409 1138 77 15’35 45’77 10’1113 1142 Washingto n St. 1156 1157 CREEK TRANTERS 77 15’35 45’77 10’Post OakChurch Church 1547 1550 1573 1549 1549 1548 1551 1551 1550 15511588 Jim Taylor Rd. Lloyd Corey Rd. Post Oak Rd. Beargrass Rd. Beargrass Rd.Rd.Beargrass Rd. Satterthwaite Grove Oak Grove Congleton Carson Tranters77 15’PITT COUNTY MARTIN COUNTY PROJECT BEGIN PROJECT END VICINITY MAP 64 13 64 13 64 13 6413 17BUS 17 BUS A 64 17 BUS 17BUS S 17BUS S 17 17 17 17 A64 A64 A64 A 64 A64 A64 6413 125 125S 125 125 125 125 125 903 903 903 903 903 903903 903 903 903 SHEET 1 OF 57 PERMIT DRAWING GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 0509 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 CONTRACT:TIP PROJECT:= ENGINEERING ETHERILL 2550 50 100 50 25 50 100 10 5 10 20 PRELIMINARY PLANSPE ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NADIVISION PROJECT MANAGERNCDOT CONTACT: PROJECT ENGINEER PROJECT DESIGN ENGINEER ENGINEER ROADWAY DESIGN HYDRAULICS ENGINEER Prepared for:Prepared in the Office of: Bus: 919.851.8077 Fax: 919.851.8107 License No. F-0377 1223 Jones Franklin Rd. Raleigh, N.C. 27606 RIGHT OF WAY DATE: LETTING DATE: PROJECT LENGTH =2020 2040 ADT ADT DESIGN DATA K =% =D % T =% * V MPH= GRAPHIC SCALES 456 7 8 9 1011 12 13 14 15 16 17 18 1920212 2 2324 25 26 27 28 29 30 313233 34 35 36 37 38 39 40 41 42 43R-4705R-4705 60 10 * TTST = 1%DUAL = 3% 4 8,600 MARTIN COUNTY COLLEGE RD.) FROM NC 903 TO SR 1182 (EAST NC 125/SR 1142 (PRISON CAMP RD.) & CULVERT. GRADING, DRAINAGE, PAVING, WIDNENING BOB A. MAY, PE EDWARD G. WETHERILL, PE JOHN S. ABEL, JR. NOVEMBER 21, 2018 OCTOBER 20, 2020 TOTAL LENGTH TIP PROJECT R-4705 LENGTH STRUCTURE TIP PROJECT R-4705 LENGTH ROADWAY TIP PROJECT R-4705 = 9.645 MILES = MILES = MILES 2018 STANDARD SPECIFICATIONS A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WILLIAMSTON. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. 6,360 60 / **50 MINOR COLLECTOR FUNC. CLASS = RURAL 38932.1.FD1 60 / 50 MPH -Y20-A-AMATCH LINE NA 2011NAD 83/-Y- (NC 903)See Sheet 1-A for Index of Sheets See Sheet 1-B for See Sheet 1-C for US 64US 13PRISON CAMP RD.) -L- (NC 125 / SR 1142 PR ISO N C AM P R D .)-L - (N C 125 / SR 1142 PR ISO N C AM P R D .)-L - (N C 125 / SR 1142 PRISON CAMP RD.) -L- (NC 125 / SR 1142 PRISON CAMP RD.) -L- (NC 125 / SR 1142 DIVISION 1 DIVISION OF HIGHWAYS Edenton, NC 27832 113 Airport Drive, Suite 100A-AMATCH LINE TO US 13-17 R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_01_TSH.dgnMHarvey1/20/2022SITE 1 SITE 2 WETLAND AND SURFACE WATER IMPACTS PERMIT SITE 3 SITE 4 SITE 5 SITE 6 SITE 7 SITE 8 SITE 9 SITE 10 SITE 11 SITE 12 SITE 13 SITE 14 SITE 15 SITE 16 SITE 17 SITE 7A TYPE-III TYPE-III TYPE-III TYPE-III SHEET 2 OF 57 PERMIT DRAWING Slope Fill Slope Ditch Front Slope Ditch Front Slope Fill Slope Fill Slope Fill Slope Fill Slope Fill Slope Fill Ditch Invert Existing Slope Fill Slope Fill Slope Fill Slope Ditch Front Slope Ditch Front Geotextile Slope Ditch Front Ground Natural Geotextile Slope Ditch Front 3: 1 D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH FROM STA. 15+24 TO STA. 21+48 -L- RT DETAIL D B=4.0 Ft. Min. D=1.5 Ft. Ground Natural 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 115+05 TO STA. 122+94 -L- RT DETAIL K B=4.0 Ft. Min. D=1.5 Ft. Ground Natural3: 1 D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 165+80 TO STA. 167+65 -L- RT FROM STA. 62+50 TO STA. 64+02 -L- RT DETAIL E B=4.0 Ft. Min. D=1.5 Ft. Ground Natural 3:1D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 325+00 TO STA. 332+00 -L- LT FROM STA. 12+25 TO STA. 13+00 -Y2- LT DETAIL L B=4.0 Ft. Min. D=1.0 Ft. Ground Natural DRAINAGE DETAILS (NOT TO SCALE) ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM STA. 257+01 TO STA. 262+00 -L- RT FROM STA. 194+55 TO STA. 197+00 -L- LT FROM STA. 13+00 TO STA. 14+50 -Y2- LT FROM STA. 11+75 TO STA. 14+50 -Y2- RT FROM STA. 109+65 TO STA. 114+05 -L- LT FROM STA. 103+00 TO STA. 105+30 -L- RT FROM STA. 73+00 TO STA. 74+50 -L- LT FROM STA. 26+20 TO STA. 31+50 -L- RT FROM STA. 21+50 TO STA. 25+50 -L- RT FROM STA. 22+25 TO STA. 25+00 -Y1- RT FROM STA. 20+12 TO STA. 21+50 -Y1- RT FROM STA. 18+00 TO STA. 20+00 -Y1- RT Min. D=1.0 Ft. DETAIL B Ground Natural Flatter4:1 or 3: 1 D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH FROM STA. 480+00 TO STA. 490+66 -L- LT FROM STA. 421+00 TO STA. 428+50 -L- LT DETAIL M B=3.0 Ft. Min. D=2.0 Ft. Ground Natural LATERAL ’V’ DITCH ( Not to Scale) D3: 1 3:1 b 1"/Ft. FROM STA 452+00 TO STA 455+88 -L- LT b=5 Ft. Min. D=1.5 Ft. DETAIL N Ground Natural 3: 1 D B ( Not to Scale) Flatter4:1 or SPECIAL LATERAL BASE DITCH FROM STA. 448+85 TO STA. 451+00 -L- RT FROM STA. 138+96 TO STA. 144+50 -L- LT FROM STA. 105+70 TO STA. 108+00 -L- LT FROM STA. 21+65 TO STA. 31+80 -L- LT FROM STA. 10+50 TO STA. 19+00 -L- LT FROM STA. 12+35 TO STA. 17+00 -Y1- RT DETAIL C B=2.0 Ft. Min. D=1.0 Ft. Ground Natural ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D Min. D=1.5 Ft. DETAIL O Ground Natural GroundNatural3: 1 3:1 FROM STA 452+00 TO STA 454+44 -L- RT ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D FROM STA 510+00 TO STA 512+50 L- LT FROM STA 509+00 TO STA 513+00 L- RT FROM STA 507+00 TO STA 507+50 L- RT FROM STA 504+00 TO STA 506+00 L- RT FROM STA 498+75 TO STA 503+40 L- RT FROM STA 492+50 TO STA 494+50 L- LT FROM STA 485+50 TO STA 491+15 -L- RT Min. D=1.5 Ft. DETAIL P Ground Natural Flatter3:1 or ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D FROM STA 513+58 TO STA 516+50 -L- RT FROM STA 495+00 TO STA 498+65 -L- RT FROM STA 491+18 TO STA 494+00 -L- RT Min. D=1.0 Ft. DETAIL Q Ground Natural Flatter3:1 or 3:1D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH FROM STA. 476+00 TO STA. 480+00 -L- LT FROM STA. 390+50 TO STA. 393+59 -L- LT FROM STA. 359+75 TO STA. 368+40 -L- LT FROM STA. 359+85 TO STA. 367+00 -L- RT DETAIL I B=3.0 Ft. Min. D=1.0 Ft. Ground Natural 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 13+50 TO STA. 15+25 -Y13- LT FROM STA. 179+50 TO STA. 185+40 -L- LT FROM STA. 179+65 TO STA. 188+05 -L- RT FROM STA. 114+05 TO STA. 115+00 -L- LT FROM STA. 64+15 TO STA. 71+00 -L- LT FROM STA. 62+50 TO STA. 63+87 -L- LT FROM STA. 62+00 TO STA. 62+50 -L- LT DETAIL G B=3.0 Ft. Min. D=1.0 Ft. Ground Natural Flatter3:1 or D3:1( Not to Scale) SPECIAL CUT DITCH FROM STA. 12+35 TO STA. 13+50 -Y1- LT FROM STA. 11+00 TO STA. 15+24 -L- RT FROM STA. 31+82 TO STA. 32+42 -L- RT FROM STA. 32+20 TO STA. 32+50 -L- LT FROM STA. 54+80 TO STA. 58+00 -L- LT FROM STA. 55+50 TO STA. 56+50 -L- RT FROM STA. 58+00 TO STA. 62+00 -L- LT FROM STA. 58+50 TO STA. 62+50 -L- RT FROM STA. 64+08 TO STA. 67+00 -L- RT FROM STA. 93+35 TO STA. 97+00 -L- LT FROM STA. 93+50 TO STA. 99+90 -L- RT FROM STA. 110+50 TO STA. 114+05 -L- RT FROM STA. 123+25 TO STA. 124+75 -L- RT FROM STA. 124+80 TO STA. 126+00 -L- RT FROM STA. 124+70 TO STA. 126+00 -L- LT FROM STA. 134+50 TO STA. 136+50 -L- RT FROM STA. 133+50 TO STA. 137+50 -L- LT FROM STA. 137+50 TO STA. 138+96 -L- LT FROM STA. 11+00 TO STA. 13+00 -Y3- LT FROM STA. 11+00 TO STA. 13+00 -Y3- RT FROM STA. 146+00 TO STA. 148+50 -L- LT FROM STA. 161+00 TO STA. 165+75 -L- RT FROM STA. 178+50 TO STA. 179+50 -L- LT FROM STA. 178+50 TO STA. 179+65 -L- RT FROM STA. 12+50 TO STA. 13+50 -Y5- RT FROM STA. 12+40 TO STA. 14+85 -Y6- LT FROM STA. 12+40 TO STA. 14+50 -Y6- RT FROM STA. 10+45 TO STA. 12+50 -Y7- LT FROM STA. 207+50 TO STA. 212+99 -L- RT FROM STA. 210+50 TO STA. 212+99 -L- LT FROM STA. 226+50 TO STA. 227+55 -L- RT FROM STA. 233+00 TO STA. 235+33 -L- LT FROM STA. 240+00 TO STA. 241+37 -L- RT FROM STA. 240+50 TO STA. 241+37 -L- LT FROM STA. 249+00 TO STA. 257+01 -L- RT FROM STA. 265+00 TO STA. 268+50 -L- RT FROM STA. 13+00 TO STA. 14+50 -Y9- RT FROM STA. 10+50 TO STA. 12+00 -Y10- LT FROM STA. 10+39 TO STA. 12+41 -Y11- RT FROM STA. 10+34 TO STA. 12+38 -Y11- LT FROM STA. 353+25 TO STA. 354+50 -L- LT FROM STA. 355+00 TO STA. 356+00 -L- RT FROM STA. 358+50 TO STA. 359+50 -L- LT FROM STA. 358+50 TO STA. 359+75 -L- RT FROM STA. 378+00 TO STA. 380+00 -L- LT FROM STA. 377+00 TO STA. 384+50 -L- RT FROM STA. 390+50 TO STA. 393+40 -L- RT FROM STA. 393+45 TO STA. 397+00 -L- RT FROM STA. 406+25 TO STA. 409+00 -L- RT FROM STA. 406+25 TO STA. 406+88 -L- LT FROM STA. 10+50 TO STA. 11+00 -Y18- LT FROM STA. 10+48 TO STA. 11+50 -Y26- LT DETAIL A Min. D=1.0 Ft. Ground Natural FROM STA. 12+71 TO STA. 15+25 -Y19- LT 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d AT STA. 438+50 -L- RT. DETAIL R B=4 Ft. Max. d=2.5 Ft. Min. D=4 Ft. Ground Natural Ground Natural *When B is < 6.0’ Type of Liner=Class I Rip-Rap FROM STA. 469+67 TO STA. 470+25 -L- RT. 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA 12+62 TO STA 14+50 -Y19- RT FROM STA. 303+80 TO STA. 312+50 -L- LT FROM STA. 262+50 TO STA. 267+15 -L- LT FROM STA. 241+37 TO STA. 249+00 -L- RT FROM STA. 148+60 TO STA. 152+80 -L- RT FROM STA. 146+00 TO STA. 148+00 -L- RT FROM STA. 105+30 TO STA. 110+50 -L- RT DETAIL J B=3.0 Ft. Min. D=1.5 Ft. Ground Natural 2D-1 FROM STA. 78+25 TO STA. 83+50 -L- LT FROM STA. 74+80 TO STA. 77+80 -L- LT FROM STA. 73+18 TO STA. 83+00 -L- RT Fill Slope3:1 or Flatter DETAIL F ( Not to Scale) TOE PROTECTION d Type of Liner= Class B Rip-Rap d=1.5 Ft. 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter3:1 or FROM STA. 406+88 TO STA. 414+50 -L- LT FROM STA. 393+65 TO STA. 406+00 -L- LT FROM STA. 367+00 TO STA. 372+00 -L- RT FROM STA. 339+08 TO STA. 352+69 -L- RT FROM STA. 338+00 TO STA. 353+23 -L- LT FROM STA. 324+95 TO STA. 338+75 -L- RT FROM STA. 332+00 TO STA. 338+00 -L- LT FROM STA. 316+50 TO STA. 321+10 -L- LT FROM STA. 313+67 TO STA. 316+50 -L- LT FROM STA. 10+40 TO STA. 12+00 -Y12- LT FROM STA. 10+39 TO STA. 12+41 -Y11- RT FROM STA. 315+80 TO STA. 317+00 -L- RT FROM STA. 312+26 TO STA. 313+00 -L- RT FROM STA. 276+00 TO STA. 311+22 -L- RT FROM STA. 275+50 TO STA. 303+80 -L- LT FROM STA. 267+15 TO STA. 274+40 -L- LT FROM STA. 253+50 TO STA. 262+00 -L- LT FROM STA. 247+00 TO STA. 252+90 -L- LT FROM STA. 241+37 TO STA. 245+30 -L- LT FROM STA. 235+33 TO STA. 240+00 -L- LT FROM STA. 227+55 TO STA. 239+50 -L- RT FROM STA. 223+50 TO STA. 232+50 -L- LT FROM STA. 212+99 TO STA. 222+00 -L- RT FROM STA. 212+99 TO STA. 223+25 -L- LT FROM STA. 194+00 TO STA. 196+65 -L- RT FROM STA. 197+03 TO STA. 207+00 -L- LT FROM STA. 186+25 TO STA. 192+50 -L- LT FROM STA. 188+05 TO STA. 192+10 -L- RT FROM STA. 167+65 TO STA. 174+65 -L- RT FROM STA. 165+80 TO STA. 174+65 -L- LT FROM STA. 160+00 TO STA. 165+75 -L- LT FROM STA. 153+87 TO STA. 161+00 -L- LT FROM STA. 148+60 TO STA. 160+00 -L- LT FROM STA. 138+96 TO STA. 145+50 -L- RT FROM STA. 115+05 TO STA. 124+35 -L- LT FROM STA. 114+05 -L- RT DRIVEWAY FROM STA. 100+50 TO STA. 105+70 -L- LT FROM STA. 40+00 TO STA. 52+30 -L- RT FROM STA. 40+50 TO STA. 51+80 -L- LT FROM STA. 32+42 TO STA. 39+20 -L- RT FROM STA. 32+50 TO STA. 37+50 -L- LT DETAIL H B=2.0 Ft. Min. D=1.0 Ft. Ground Natural ( Not to Scale) PIPE OUTLET CHANNEL @ JS STREAM DETAIL S STA. 513+45 -L- RT; L=14’; d=3.5’ STA. 498+69 -L- RT; L=12’; d=4.0’ STA. 393+45 -L- RT; L=20’; d=4.0’ STA. 379+43 -L- RT; L=16’; d=4.0’ STA. 359+80 -L- RT; L=20’; d=4.0’ STA. 324+92 -L- RT; L=16’; d=2.5’ STA. 148+56 -L- LT; L=14’; d=3.0’ STA. 124+71 -L- LT; L=14’; d=3.0’ STA. 115+05 -L- RT; L=12’; d=2.0’ STA. 21+47 -L- RT; L=14’; d=3.0’ STA. 22+00 -Y1- LT; L=14’; d=3.0’ Ground Natural Ground Natural (Variable) CHANNEL BED .EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.1/21/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R-4705_hyd_permit_details.dgnUSER: MHarvey DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R-4705 PROJECT REFERENCE NO. 1SFD1SBD1SBDGSCONCCONCCONCSOIL3456789TTTNC 903 25’ BST EIPEIPDB U-10 PG 463 JOYCE D. WILLIAMS STEPHEN L. WILLIAMS DB U-10 PG 463 JOYCE D. WILLIAMS STEPHEN L. WILLIAMS DB K-26 PG 556 GEDRIMAS JOSEPH VINCENT WORLEY & TYLER WARREN WORLEY MOORE WARREN EULA MAE ROEBUCK DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_04.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R-4705 PROJECT REFERENCE NO. 4 MATCHL INE -L - STA . 12+ 00 .00 SEE SHEET 5R/W REVISION - 10/21/19 - PARCEL NOS. 1 & 2 COMBINED. PARCEL 2 RENUMBERED TO 1. BAM ADDED DO NOT DISTURB DRIVEWAY PARKING AREA TO PARCEL NO. 1, UPDATED RIGHT OF WAY & ADDED TCE TO PARCEL NOS. 1 & 4. BAMR/W REVISION - 2/12/2020 - UPDATED DRAINAGE ON PARCEL NOS. 1 & 4 TO AVOID SEPTIC FIELD, ADDED DO NOT DISTURB SEPTIC DRAIN FIELD NOTE TO PARCEL NO. 4,SITE 1 in Surface Waters Temp. Impacts in Surface Waters Temp. Impacts SHEET 3 OF 57 PERMIT DRAWING 15" HDPE INV=32.37’ INV=32.20’ 42" CMP 15" RCP 15" RCP 15" RCP15" RCP 15" RCP(BURIED 20%)42" RCP-III18" 15" 15" 15" 15" SA SA SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL C 2’ BASE DITCH SPECIAL LATERAL REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL REMOVE REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP1520 25-Y 1 -65.00 11 6 3 4 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ N A 2011N A D 83/ 1SFD1SBD1SBDGSCONCCONCCONCSOIL3456789TTTNC 903 25’ BST EIPEIPDB U-10 PG 463 JOYCE D. WILLIAMS STEPHEN L. WILLIAMS DB U-10 PG 463 JOYCE D. WILLIAMS STEPHEN L. WILLIAMS DB K-26 PG 556 GEDRIMAS JOSEPH VINCENT WORLEY & TYLER WARREN WORLEY MOORE WARREN EULA MAE ROEBUCK DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_04_con.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R-4705 PROJECT REFERENCE NO. 4 MATCHL INE -L - STA . 12+ 00 .00 SEE SHEET 5R/W REVISION - 10/21/19 - PARCEL NOS. 1 & 2 COMBINED. PARCEL 2 RENUMBERED TO 1. BAM ADDED DO NOT DISTURB DRIVEWAY PARKING AREA TO PARCEL NO. 1, UPDATED RIGHT OF WAY & ADDED TCE TO PARCEL NOS. 1 & 4. BAMR/W REVISION - 2/12/2020 - UPDATED DRAINAGE ON PARCEL NOS. 1 & 4 TO AVOID SEPTIC FIELD, ADDED DO NOT DISTURB SEPTIC DRAIN FIELD NOTE TO PARCEL NO. 4,SITE 1 in Surface Waters Temp. Impacts in Surface Waters Temp. Impacts0 01112 223 33 4 44 5 55 6 66 7 77 8 88 9 99 10 1010 11 1111 12 1212 13 1313 14 1414 15 1515 16 1616 17 1717 18 1818 19 1919 20 202021 212122 222 223 232324 242425 252526 2626 27 272728 282 829 292 92930 3030303031 313131313131313131 32 323232323232323232323232323232 32 33 3333333333 3333 333333333333 333333 3333 333333333334 34343434 343434343434343434 3434343434 34 34 343434 3434 34343434343434 3434 34343435353535 35 35 353535 3535353535353535 35 35 35 35353535353535 353535353535 353535 35 35 353 53535 353535353535353535 35 3535353 5 353535353535 35353535 353636 36 36363636 3636 363636 3636363636363 636 36 363 6 36 36 3636 363636 3636 36 36363636 36 36 36363636 36 36373737 37373737 3737373737373737 373737 37 3737373737 373737 3737373737 37373737 37373 7 373737 37 373737 373737373737373737 383838 3838 38 3838383838 3838 38383838 3838 38 3939393 939 39 39393939 393939393939 39 4040 40404040 4040404040 4 0 40404040 40 40404 1 4141414141 414 1 414242 42 424242 4242424343 4343 4343434444444444454545 SHEET 4 OF 57 PERMIT DRAWING 15" HDPE 42" CMP 15" RCP 15" RCP 15" RCP15" RCP 15" RCP(BURIED 20%)42" RCP-III18" 15" 15" 15" 15" SA SA INV. 31.80 INV. 31.60 SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL C 2’ BASE DITCH SPECIAL LATERAL REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL REMOVE REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP1520 25-Y 1 -65.00 11 6 3 4 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ N A 2011N A D 83/ 1SFDCONCSOIL3456DB U-10 PG 463 JOYCE D. WILLIAMS STEPHEN L. WILLIAMS SITE 1 in Surface Waters Temp. Impacts in Surface Waters Temp. Impacts SHEET 5 OF 57 PERMIT DRAWING 15" HDPE INV=32.37’ INV=32.20’ 42" CMP 15" RCP 15" RCP 15" RCP(BURIED 20%)42" RCP-III15" 15" 15" SA SA REMOVE SEE DETAIL B V DITCH SPECIAL LATERAL REMOVE REMOVE DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_04_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road S S SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’25’25’ ETHERILLW B 1S BD 1S BD 1S BD S SS S S S ILO S ILO SCONCCONC CONCCONCSOILSOIL10 11 12 13 14 15 16 17 18 SOIL SOIL W OOD S T T EXIST R\W EXIST R\W SR 1142 (PRISON CAMP RD) 23’ BST WORLEY & TYLER WARREN WORLEY & TYLER WARREN JAMES JACKSON JR. WORLEY MOORE WARREN JAMES SPRUILL CORNELIUS LITTLE SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W WORLEY MOORE WARREN RICARDO ORE Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 6MATCHLINE -L- STA. 25+00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_05.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 5 MATCHLINE -L- STA. 12+00.00 SEE SHEET 4SEE SHEET 44 FOR -L- PROFILER/W REVISION - 10/21/19 - UPDATED DRIVEWAYS TO 24’ AND ADDED DRIVEWAY AT -L- STA. 20+25 RT. ON PARCEL NO. 6. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SITE 2 SITE 2 SHEET 6 OF 57 PERMIT DRAWING INV=30.53’ INV=30 .96’ 18" RCP INV=28.29’ INV=28.55’ 36" CMP 15" CMP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SB SB48" RCP-IV(BURIED 20%)18" 15" 18" 15" 15" 24" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 24" RCP-IVEST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL D 4’ BASE DITCH SPECIAL LATERAL SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL C BASE DITCH SPECIAL LATERAL SB SB SEE DETAIL D BASE DITCH SPECIAL LATERAL SEE DETAIL A DITCHSPECIAL CUT 15" DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP1520 250509 5 6 7 8 9 10 6 5 GRAPHIC SCALE 0’100’100’ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY NA 2011NAD 83/ B 1S BD 1S BD 1S BD S SS S S S ILO S ILO SCONCCONC CONCCONCSOILSOIL10 11 12 13 14 15 16 17 18 SOIL SOIL W OOD S T T EXIST R\W EXIST R\W SR 1142 (PRISON CAMP RD) 23’ BST WORLEY & TYLER WARREN WORLEY & TYLER WARREN JAMES JACKSON JR. WORLEY MOORE WARREN JAMES SPRUILL CORNELIUS LITTLE SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W WORLEY MOORE WARREN RICARDO ORE Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 6MATCHLINE -L- STA. 25+00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_05_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 5 MATCHLINE -L- STA. 12+00.00 SEE SHEET 4SEE SHEET 44 FOR -L- PROFILER/W REVISION - 10/21/19 - UPDATED DRIVEWAYS TO 24’ AND ADDED DRIVEWAY AT -L- STA. 20+25 RT. ON PARCEL NO. 6. BAMSEE SHEET 2D-1 FOR DITCH DETAILS16+55.24SAG21+82.64SAGSITE 2 SITE 2 0011 112 2 22 3 3 33 44 44 55 55 66 66 77 77 88 88 99 99 1010 1010 1111 1111 1212 1212 1313 1313 1414 1414 15 15 1515 1616 1616 1717 1717 1818 1818 1919 1919 2020 2020 2121 2121 2222 2222 2323 2323 2424 2424 25 25252525 2626 2626 2727 2727 2828 2828 2929 2929 29292930 3030 3030 3030303030 3030303030303131 3131 313131 31 3131313131 3131313131 313131313232 3232 3232 32 32 3232 32 323232323232 32 3232 32323232323232 323232 323232 3232323 2 3232 3232 3232323333 3333 3333 3 33333333333 33 33 33 33 33 33 3333333333333333 3333 333333 3333333333 33333333333333333333 33 33 33 33 333333 33333333333333 33343434 34343434 34343434 34 3434 3434343434 34343434343434343434 34 34 34 34 34343434 343434343434 3 434 3434343434343434 34 34 3434 34343434 3434 3434343434 34343434343434343434343434343434 3434343434343434353535 35 3535353535 35 35 35 35 3 53535 35 353 5 35 3535 35353535353535 35 35353535 35353535 3535 35 35 35 35 35353535353535 35 35 353535353535353535 35 3535 353535 35353535 353535 35 35353 636 3636 36 36 3636 3636 363636 36 3636 3636 3636363636 363636363636 3 6 36 3 63636363737 37 373 7 37 3838 38 39 SHEET 7 OF 57 PERMIT DRAWING INV=30.53’ INV=30 .96’ 18" RCP INV=28.29’ INV=28.55’ 36" CMP 15" CMP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SB SB48" RCP-IV(BURIED 20%)18" 15" 18" 15" 15" 24" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 24" RCP-IVEST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL D 4’ BASE DITCH SPECIAL LATERAL SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL C BASE DITCH SPECIAL LATERAL SB SB SEE DETAIL D BASE DITCH SPECIAL LATERAL SEE DETAIL A DITCHSPECIAL CUT 15" DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP1520 250509 5 6 7 8 9 10 6 5 GRAPHIC SCALE 0’100’100’ S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY NA 2011NAD 83/ 1S B D S CONC151618SR 1142 (PRISON CAMP RD) 23’ BST SHEET 8 OF 57 PERMIT DRAWING INV=28.29’ INV=28.55’ 36" CMP 15" RCP 15" RCP 15" RCP SEE DETAIL B V DITCH SPECIAL LATERAL48" RCP-IV(BURIED 20%)15" REMOVE REMOVE REMOVE REMOVE 15" DDE=15 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP SITE 2 0509 R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_05_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’25’25’ ETHERILLW 31 32 33 SOIL SOIL WOODS WOODS WOODS CULT CULT SOILT TN 4618’07" WS 5642’55" EROBERSON FARMS ROBERSON FARMS SR 1142 (PRISON CAMP RD) 23’ BST SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W WORLEY MOORE WARREN WILLIAM THOMAS BROWN, JR. SITE 3 SITE 3A SITE 3B SEE SHEET 9MATCHLINE -L- STA. 64+00.00 MATCHLINE -L- STA. 51+00.00 SEE SHEET 7DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_08.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R-4705 8 SEE SHEET 45&46 FOR -L- PROFILER/W REVISION: 06.05.19 ADDED 20’ DRIVE TO PARCEL 13 AND ADJUSTED TCE. (WEI)SEE SHEET C1 THRU C5 FOR CULVERT PLANS SEE SHEET 2D-1 FOR DITCH DETAILSAPPROXAPPROXAPPROXAPPROXHCHC CLEARING DENOTES HAND SHEET 9 OF 57 PERMIT DRAWING SC WE WC SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL G BASE DITCH SPECIAL CUT SEE DETAIL G BASE DITCH SPECIAL CUT SEE DETAIL E BASE DITCH SPECIAL CUT 15" REMOVE REMOVE REMOVE SEE DETAIL A SPECIAL CUT DITCH BURIED 1.0’48" RCP-IVEST. 21 SY GF EST. 8 TON CL B RIP RAP SC WC WE WE WC SC 30" RCP-IV15" SEE DETAIL A SPECIAL CUT DITCH EST. 30 SY GF EST. 20 TON CL I RIP RAP EST. 24 SY GF EST. 16 TON CL I RIP RAP INV=27.12’ INV=27.30’ 24" RCP 18" RCPINV=26.53’ INV=26.20’INV=26.49’ INV=26.64’ 15" RCP 15" RCP 18" RCP 72"X44" CMP72"X44" CMP .01.02.025-L-55605 12 13 14 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ 31 32 33 SOIL SOIL WOODS WOODS WOODS CULT CULT SOILT TN 4618’07" WS 5642’55" EROBERSON FARMS ROBERSON FARMS SR 1142 (PRISON CAMP RD) 23’ BST SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W WORLEY MOORE WARREN WILLIAM THOMAS BROWN, JR. SITE 3 SITE 3A SITE 3B SEE SHEET 9MATCHLINE -L- STA. 64+00.00 MATCHLINE -L- STA. 51+00.00 SEE SHEET 7DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_08_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL R-4705 8 SEE SHEET 45&46 FOR -L- PROFILER/W REVISION: 06.05.19 ADDED 20’ DRIVE TO PARCEL 13 AND ADJUSTED TCE. (WEI)SEE SHEET C1 THRU C5 FOR CULVERT PLANS SEE SHEET 2D-1 FOR DITCH DETAILSAPPROXAPPROXAPPROXAPPROX1122334455667788991010111112121313141415151616171718 1819 19202021212222232324242525 2 5 25 262626262626262627272727272828282828 2828 282828292929 29292929292929292929292929292929 292 9 2 9 29292 9 29292929 29 29292929292929292930303030 303030303030 3030 30303030303030303030303030 30303030303030 3030 30 3030303030 30 30 30 303030 3030 30 303030 3 0 30 3030303030 303030303030 3030 30303 0 303030 30 303030303030 3030303030303030303030 303030 3030303030313131 3131 31 31313131313131 313131313131313131313131313131 31313 1313131 31 31 313131 3131313131 31313131 31 313131 3131 31 31 3131 3131 313131323 23232 3232323 232323232 323232 32 32323232323232 32 3232 32 32 32323232 32 32 3 2 3232 323232 32 32 3232 32 323232 323232323 2 3233333 3 333 3 3333333 3 33 3333 3333 3333 33 333333 3333 333 3 3333 33333 3 3333333 3 3333 33333333343434 343434 3434343434 3434343434 3 4 34 34343434343434 35 HC HC CLEARING DENOTES HAND SHEET 10 OF 57 PERMIT DRAWING SC WE WC SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL G BASE DITCH SPECIAL CUT SEE DETAIL G BASE DITCH SPECIAL CUT SEE DETAIL E BASE DITCH SPECIAL CUT 15" REMOVE REMOVE REMOVE SEE DETAIL A SPECIAL CUT DITCH BURIED 1.0’48" RCP-IVEST. 21 SY GF EST. 8 TON CL B RIP RAP SC WC WE WE WC W/ 6" BEVELED HW (NO SILLS) 2 @ 7’ X 5’ RCBC BURIED 1’ SC 30" RCP-IV15" SEE DETAIL A SPECIAL CUT DITCH EST. 30 SY GF EST. 20 TON CL I RIP RAP EST. 24 SY GF EST. 16 TON CL I RIP RAP INV=27.12’ INV=27.30’ 24" RCP 18" RCPINV=26.53’ INV=26.20’INV=26.49’ INV=26.64’ 15" RCP 15" RCP 18" RCP 72"X44" CMP72"X44" CMP .01.02.025-L-55605 12 13 14 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ 31 32 WOODS WOODS WOODS TN 4618’07" WS 5642’55" EROBERSON FARMS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W WORLEY MOORE WARREN APPROXAPPROXAPPROXAPPROXHC HC CLEARING DENOTES HAND SHEET 11 OF 57 PERMIT DRAWING INV=26.53’ INV=26.20’INV=26.49’ INV=26.64’ 72"X44" CMP72"X44" CMP SC WE WC SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH REMOVE SEE DETAIL A SPECIAL CUT DITCH SC WC WE WE WC W/ 6" BEVELED HW (NO SILLS) 2 @ 7’ X 5’ RCBC BURIED 1’ SC EST. 30 SY GF EST. 20 TON CL I RIP RAP EST. 24 SY GF EST. 16 TON CL I RIP RAP WE SITE 3B SITE 3A SITE 3 -L-555 R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_08_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road WETLAND DENOTES FILL INFF TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’50’50’ ETHERILLW 1SFDSSOILBSOILSSSS3435363740CULT SOIL SOI LWOODS WOODS CULT & WIRE60" WD POST6 0" WD RAI L60" WD RAILSR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W 30’ 30’ ROBERSON FARMS NYSSA BURDICK ETALS NYSSA BURDICK ETALS ROBERSON FARMS EXIST R\W EXI ST R/WEXI ST R/WROBERSON FARMS SITE 4 SITE 5 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 10MATCHLINE -L- STA. 77+00.00 MATCHLINE -L- STA. 64+00.00 SEE SHEET 8 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_09.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 9 SEE SHEET 46 FOR -L- PROFILER/W REVISION: 06.05.19 ADDED 20’ DRIVE TO PARCEL 13 & ADJUSTED TCE. (WEI)R/W REVISION - 10/21/19 - UPDATED DRIVEWAYS TO 24’ ON PARCEL NO. 15. BAMSEE SHEET 2D-1 FOR DITCH DETAILS HC HC CLEARING DENOTES HAND SHEET 13 OF 57 PERMIT DRAWING INV=27.09’ INV=27.54’ 18" RCP 18" RCPCONFIRMED PIPE FLOW 15" RCP 15" RCP 15" RCP 15 " CM P WF 30" RCP-IIISEE DETAIL E BASE DITCHSPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B V DITCH SPECIAL LATERAL 24" REMOVE REMOVE RETAIN BURIED 1.0’48" RCP-IVEST. 50 SY GF EST. 26 TON CL I RIP RAP EST. 21 SY GF EST. 8 TON CL B RIP RAP 15" 15 " WF SEE DETAIL G BASE DITCH SPECIAL LATERAL RETAIN WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION657075 14 13 15 14 16 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 1SFDSSOILBSOILSSSS3435363740CULT SOIL SOI LWOODS WOODS CULT & WIRE60" WD POST6 0" WD RAI L60" WD RAILSR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W 30’ 30’ ROBERSON FARMS NYSSA BURDICK ETALS NYSSA BURDICK ETALS ROBERSON FARMS EXIST R\W EXI ST R/WEXI ST R/WROBERSON FARMS SITE 4 SITE 5 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 10MATCHLINE -L- STA. 77+00.00 MATCHLINE -L- STA. 64+00.00 SEE SHEET 8 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_09_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 9 SEE SHEET 46 FOR -L- PROFILER/W REVISION: 06.05.19 ADDED 20’ DRIVE TO PARCEL 13 & ADJUSTED TCE. (WEI)R/W REVISION - 10/21/19 - UPDATED DRIVEWAYS TO 24’ ON PARCEL NO. 15. BAMSEE SHEET 2D-1 FOR DITCH DETAILS0011111222223333344444555556 6666 77777 88888 99999 1010101010 1111111111 1212121212 1313131313 1414141414 1515151515 1616161616 1717171717 1818181818 1919191919 2020202020 2121212121 2222222222 2323232323 2424242424 2525252525 26262626 26 27272727 27 2728282828 28 2828282828 28282828282828 282829292929 29292929 29 29 29 292929292929 29 292929 2929292929292929292930303030 30303030 3 0 303030 30 30 30303030 303 0 30 30 3030303030303030 30 3030 30 3030 30 3 0 3030 3030 303030 30 3 03030 3030 303 0 30303030 3030 30 3030303030 3030 30303030303030303030313131 313 1 31 31 31 3 1 31 3131 31313 1 313131 3131 31 313131 3131 31 3131 31313 1 31 31 3131 31 3131313131313131323232 32 32 32 323 2 32 323232 323 23232323 2 32 32 32 3232323232 323232 323232323232323232323232323232323232333333333 3 33 33 33333333 3333 3333 33 3333 33 33 33 333333333 3 33 33 3333 33 333333 33333333 333333 3333 33 33333 3 33 333333333333333333 333434343434 34 3434 343434343434 343434343 4 3434 3434 34 3434 3 434 3434 3434 34343434 3434 3434343434 3434343 4 343434 3434 3434 34343535 353 5 353535 35 35 353535 35 3 5 35 35 35 353535 35 353535HC HC CLEARING DENOTES HAND SHEET 14 OF 57 PERMIT DRAWING INV=27.09’ INV=27.54’ 18" RCP 18" RCPCONFIRMED PIPE FLOW 15" RCP 15" RCP 15" RCP 15 " CM P WF 30" RCP-IIISEE DETAIL E BASE DITCHSPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B V DITCH SPECIAL LATERAL 24" REMOVE REMOVE RETAIN BURIED 1.0’48" RCP-IVEST. 50 SY GF EST. 26 TON CL I RIP RAP EST. 21 SY GF EST. 8 TON CL B RIP RAP 15" 15 " WF SEE DETAIL G BASE DITCH SPECIAL LATERAL RETAIN WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION657075 14 13 15 14 16 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ SOILBSOIL3637WOODS CULT & WIRE60" WD POST6 0" WD RAI LSR 1142 (PRISON CAMP RD) 23’ BST NYSSA BURDICK ETALS EXI ST R/WEXI ST R/WROBERSON FARMS SITE 4 SI TE 4SITE 5 HC HC CLEARING DENOTES HAND SHEET 15 OF 57 PERMIT DRAWING 18" RCP15" RCP 15 " CM P WF 30" RCP-III74+40.31CRESTSEE DETAIL B V DITCH SPECIAL LATERAL REMOVE RETAIN EST. 21 SY GF EST. 8 TON CL B RIP RAP 15 " WF RETAIN WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION 14 16 WETLAND DENOTES FILL INFF R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_09_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW WETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDS SHEET 16 OF 57 PERMIT DRAWING 0.0250.025 5 :1 3:1 3:14:1 29.20 29.5532.40 0.0250.025 3:14:1 29.00 32.15 3 :1 0.0250.025 32.17 3:1 3:1 0.0250.025 32.34 3:1 3 :1 0.0250.025 32.37 3:1 3 :1 0.0250.025 32.02 3:1 3:1 0.0250.025 3:1 31.95 3 :1 0.0250.025 4 :13:1 28.8631.81 0.0250.025 4 :13:1 3:14:1 28.80 28.9831.68 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 8/23/99PROJ. REFERENCE NO.SHEET NO. 30 30 51+50.00 30 30 52+00.00 30 30 52+50.00 30 30 53+00.00 30 30 53+50.00 30 30 54+00.00 30 30 54+50.00 30 30 55+00.00 30 30 55+50.00 X-11R-4705 -L- 5 10 R:\Hydraulics\CADD\XSC\R4705_Rdy_xpl_l.dgnMHarvey1/20/2022 38 39 41 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST SCATTERED TREES EX IST R /W EX IST R /W NYSSA BURDICK ETALS KIMBERLY WARREN WORLEY MOORE & DOROTHY MIZELLE HEIRS NYSSA BURDICK ETALS EXIST R/W EXIST R/W SITE 4 SITE 5 SITE 6 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL MATCHLINE -L- STA. 77+00.00 SEE SHEET 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_10.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 10 SEE SHEET 46&47 FOR -L- PROFILEMA T C HLI N E - L- S T A. 9 0 + 00.00 S E E S HE E T 11 SEE SHEET 2D-1 FOR DITCH DETAILS HC HC CLEARING DENOTES HAND SHEET 17 OF 57 PERMIT DRAWING INV=28.80’ INV=27.85’ WD WW WD WW WD WW WD WWINV=26 .86 ’INV=26 .67 ’24" RCPINV=28.80’ INV=27.85’ WG WF24" RCP-III87+27.96CRESTREMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION -L -80859015 16 17 18 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 38 39 41 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST SCATTERED TREES EX IST R /W EX IST R /W NYSSA BURDICK ETALS KIMBERLY WARREN WORLEY MOORE & DOROTHY MIZELLE HEIRS NYSSA BURDICK ETALS EXIST R/W EXIST R/W SITE 4 SITE 5 SITE 6 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL MATCHLINE -L- STA. 77+00.00 SEE SHEET 9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_10_con.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 10 SEE SHEET 46&47 FOR -L- PROFILEMA T C HLI N E - L- S T A. 9 0 + 00.00 S E E S HE E T 11 SEE SHEET 2D-1 FOR DITCH DETAILS 0 1111 1 1 22222 2333334444455555666667777788888999991010101010111111111112121212121313131313141414141415151515151516161616161717171717181818181819191919192020202020212121212122222222222323232323232324242424242 42424 25252525252525 2 5 25252525 25 262626262626262626 2626 27272727272727 27 27 2728 2 8 28 28 2828 2828282828282828 28 28 28 2 8 29 2929 29 292929 292929 292929292929 292929 2929292929 29 2929 29 29 2929 29 2929292 92929 292929 292 9 2929292929 29 292929 30 30 30303 03030 30 3030 303030 303030 303030303 03030303030303030303030 30303030303030303030 30 30 30 30 30 303030303030303030 30 30 30 30 30303030303030 3030 303030303030303030303030 30 303030 3030 30 3 030 30 30 30 30 3030 303 0 3030303030303030303 0 303030303030 30 30 3030 303030303030 30 30 3030 3030303030 30 30303030303030 30303030303030303030303030 3 0 30303030303 0 303030 30 303030303030 3030 30 3030 303030 30 3030303030303030303131 313131 31 31 31 313131313131313131313131 31 31 3131 31 31 31 3131 3131 31313131313131313131 3 1 31 313131 3131 3131 31313131 3131313131 31313131 3131 31 32 32 32 32 32 323232323232323232323232 323232 3232 32 33 33333333333333 33 33 33 3333 3434 3434 HC HC CLEARING DENOTES HAND SHEET 18 OF 57 PERMIT DRAWING INV=28.80’ INV=27.85’ SEAT=32.07’ SEAT=33.18’ SEAT=32.12’ SEAT=33.24’ BRIDGE #53 WD WW WD WW WD WW WD WW CONC.INV=26 .86 ’INV=26 .67 ’24" RCPINV=28.80’ INV=27.85’ WG WF24" RCP-III87+27.96CRESTREMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION -L -80859015 16 17 18 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 38 39 WOODS WOODS SR 1142 (PR ISON CAMP RD ) 23 ’ BST EX IST R /W EX IST R /W NYSSA BURDICK ETALS NYSSA BURDICK ETALS HC HC CLEARING DENOTES HAND SHEET 19 OF 57 PERMIT DRAWING INV=28.80’ INV=27.85’INV=26 .86 ’INV=26 .67 ’24" RCPINV=28.80’ INV=27.85’ WG WF24" RCP-IIIREMOVE EST. 21 SY GF EST. 8 TONCL B RIP RAP EST. 14 SY GF EST. 5 TON CL B RIP RAP WG WF WH GEO 775 SY EST CL B 230 TONS SEE DETAIL F TOE PROTECTION GEO 240 SYEST CL B 70 TONS SEE DETAIL FTOE PROTECTION GEO 240 SY EST CL B 70 TONS SEE DETAIL F TOE PROTECTION GEO 415 SY EST CL B 125 TONS SEE DETAIL F TOE PROTECTION SITE 5 SITE 6 SITE 4 -L -8015 WETLAND DENOTES FILL INFF R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_10_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDSWETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDS SHEET 20 OF 57 PERMIT DRAWING0.025 3:10.007 33.37 3:1 0.025 3:10.025 3:1 33.14 0.044 3:10.044 3:1 33.06 0.062 3:10.062 3:1 33.01 0.080 3:10.080 3:1 32.90 0.080 0.080 3:1 32.59 3:10.080 3:10.080 3:1 32.07 0.080 3:10.080 3:14:1 29.95 30.56 0.080 3:10.080 3:14:1 30.80 30.40 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 8/23/99PROJ. REFERENCE NO.SHEET NO. 30 30 74+00.00 30 30 74+50.00 30 30 75+00.00 30 30 75+50.00 30 30 76+00.00 30 30 76+50.00 30 30 77+00.00 30 30 77+50.00 30 30 78+00.00 X-16R-4705 -L- 5 10 R:\Hydraulics\CADD\XSC\R4705_Rdy_xpl_l.dgnMHarvey1/20/2022 2SF D 1S B D S GR1S B D CONCSOI LSOIL55 56 57 58 59 60 61 62 CULT CULT WOODS WOODS WOODS WOODS WOODS CULT T TT Century Link Cen tury L ink MART IN COUNTY MARTIN COUNTY POPE & POPE NC LLC PERCY R. MIZELL POPE & POPE NC LLC SR 1142 (PRISON CAMP RD) 23’ BST E X IS T R \W EX IS T R \W EXIST R/W EXIST R/W DB 4 PG 421 DOROTHY MIZELLE HEIRS THURSTAN JAMES RODGERS FAMILY DECLARATION OF TRUSTPEGGY RODGERS ERNEST AND W/ SHIRLEY M. WATFORD (LE) PERCY AND DARLENE MIZELLE SITE 7 WI WI Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 13MATCHLINE -L- STA. 116+00.00 MATCHLINE -L- STA. 103+00.00 SEE SHEET 11 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_12.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 12 SEE SHEET 47&48 FOR -L- PROFILER/W REVISION - 11/19/2019 - UPDATED DRIVEWAY, PUE AND ADDED TCE ON PARCEL NO. 27. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 21 OF 57 PERMIT DRAWING IN V =32.04’IN V =31.74’18" R C P INV =31.66’IN V =31.52’IN V =31.35’IN V =32.08’18" H D P E 18" R C P IN V =31.63’INV=32.74’ INV=32.10’ 15" RCP 18" RCP 18" RCP 18" R C P 15 " RCP 2@24" RCP-IV24" RCP-IVSE WJ SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B SPECIAL LATERAL V SEE DETAIL B SPECIAL LATERAL V 24" 15" 15 " REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN SEE DETAIL G 3’ BASE DITCH SPECIAL CUT SEE DETAIL K BASE DITCH SPECIAL CUT REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SE WJ 2@24" RCP-IVEST. 30 SY GF EST. 15 TON CL I RIP RAP 18" SEE DETAIL H 2’ BASE DITCH SPECIAL CUT DDE=14 CY SEE DETAIL S EST. 16 SY GF EST. 8 TON CL I RIP RAP105110 48.00 21 22 20 24 25 26 25 27 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ 2SF D 1S B D S GR1S B D CONCSOI LSOIL55 56 57 58 59 60 61 62 CULT CULT WOODS WOODS WOODS WOODS WOODS CULT T TT Century Link Cen tury L ink MART IN COUNTY MARTIN COUNTY POPE & POPE NC LLC PERCY R. MIZELL POPE & POPE NC LLC SR 1142 (PRISON CAMP RD) 23’ BST E X IS T R \W EX IS T R \W EXIST R/W EXIST R/W DB 4 PG 421 DOROTHY MIZELLE HEIRS THURSTAN JAMES RODGERS FAMILY DECLARATION OF TRUSTPEGGY RODGERS ERNEST AND W/ SHIRLEY M. WATFORD (LE) PERCY AND DARLENE MIZELLE SITE 7 WI WI Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 13MATCHLINE -L- STA. 116+00.00 MATCHLINE -L- STA. 103+00.00 SEE SHEET 11 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_12_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 12 SEE SHEET 47&48 FOR -L- PROFILER/W REVISION - 11/19/2019 - UPDATED DRIVEWAY, PUE AND ADDED TCE ON PARCEL NO. 27. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 0 0011 11 122 22233333444445555566666777778888899 9991010101010111111111112121212121313131313141414141415151515151616161617 1717171 8 1818181 9 1919192 0 20202021 21212122 22222223 23232324 24242425 25252526 26262627 27272728 28282829 29292930 30303031 313131313131 32 323232323232 32333333 333333333333 333333333333333333 33333 3 33 3333 3434 34343434343434 3434 343434 3434 3434 34343434 343434343434 3434 343434 34 34 3434343 43434 34343434343434 34 34343435353 5 353535 35353535353535 353 5 35 3535353535353535 35 35 3535353535 35 35 3535353535353535 3535353535353535353535 35 35 35 35 35 35 35 3535353535353535 35 3 5 35 3535353535 35 353535353535353535353535353535 35 35 35 3535 353535 35 3535 353535 35353535353535353 5353535 3535353535 35 353535 3535 35353535 35353535 35 353535 3535 35 353535 35 36363636363636 3636 363636363636363636 36 36 36 36363636 363636 363 6363 6 363636 36 3636 3636 3 6 36363636 3 6 36363636 3636363636 3636 36363 6 36363636363636 36 3636363636 3636363636363636363636 363636 3636363636363636363636 36 37373737373737 37 37373737 373737 37 3737 3737 3737 373737 37 37373737 373 7 37 3 7 37 37 373737383838383838383838 38 38 3838SHEET 22 OF 57 PERMIT DRAWING IN V =32.04’IN V =31.74’18" R C P INV =31.66’IN V =31.52’IN V =31.35’IN V =32.08’18" H D P E 18" R C P IN V =31.63’INV=32.74’ INV=32.10’ 15" RCP 18" RCP 18" RCP 18" R C P 15 " RCP 2@24" RCP-IV24" RCP-IVSE WJ SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL B V DITCH SPECIAL LATERAL SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B SPECIAL LATERAL V SEE DETAIL B SPECIAL LATERAL V 24" 15" 15 " REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE RETAIN SEE DETAIL G 3’ BASE DITCH SPECIAL CUT SEE DETAIL K BASE DITCH SPECIAL CUT REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SE WJ 2@24" RCP-IVEST. 30 SY GF EST. 15 TON CL I RIP RAP 18" SEE DETAIL H 2’ BASE DITCH SPECIAL CUT DDE=14 CY SEE DETAIL S EST. 16 SY GF EST. 8 TON CL I RIP RAP PI Sta 109+74.78 D L = 639.55’ T = 327.57’ R = 1,200.00’10511048.00 21 22 20 24 25 26 25 27 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ 1S B D CONCSOI LSOIL60 61 62 T TT Cen tu ry L ink MART IN COUNTY PERCY R. MIZELL POPE & POPE NC LLC SR 1142 (PRISON CAMP RD) 23’ BST E X IS T R \W E X IS T R \W THURSTAN JAMES SE01SE02SE03SE04SITE 7 WI WI SEE SHEET 13MATCHLINE -L- STA. 116+00.00 DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED SHEET 23 OF 57 PERMIT DRAWING IN V =32.04’IN V =31.74’18" R C PIN V =31.66’IN V =31.52’IN V =31.35’IN V =32.08’18" H D PE 18" R C P IN V =31.63’INV=32.74’ INV=32.10’ 15" RCP 18" R C P 15 " RCP 2@24" RCP-IV24" RCP-IVSE WJ SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL B SPECIAL LATERAL V SEE DETAIL B SPECIAL LATERAL V 15" 1 5 " REMOVE REMOVE REMOVE REMOVE REMOVE SEE DETAIL G 3’ BASE DITCH SPECIAL CUT SEE DETAIL K BASE DITCH SPECIAL CUT REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SE WJ 2@24" RCP-IVEST. 30 SY GF EST. 15 TON CL I RIP RAP 18" SEE DETAIL H 2’ BASE DITCH SPECIAL CUT DDE=14 CY SEE DETAIL S EST. 16 SY GF EST. 8 TON CL I RIP RAP 48.00 26 25 27 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_12_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLWNA 2011NAD 83/ 1S B D CONCS R UINS R UINS R UINS SOILWOODS CUT DOWN CULT CULT CULT CULT 48" VNL 48" VNL 48" VNL T T T Century Link Century Link Century Link MARTIN COUNTYMARTIN COUNTY EXIST R\W EXIST R\W BL-37 105036.07EIP 105138.93EIP 105237.85EIP 30’ 30’ DONALD E. AYERS REGINALD WATSON THURSTAN JAMES THOMAS VOLK POPE & POPE NC LLC THURSTAN JAMES SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 14MATCHLINE -L- STA. 129+00.00 MATCHLINE -L- STA. 116+00.00 SEE SHEET 128/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_13.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 13 SEE SHEET 48 FOR -L- PROFILE SEE SHEET 2D-1 FOR DITCH DETAILS SG SITE 7A WI SHEET 24 OF 57 PERMIT DRAWING INV=34.69’ INV=34.74’ 18" RCP FESI FESI 15" RCP 15" RCP 15" RCP HW SEE DETAIL K BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 15" 15" REMOVE REMOVE REMOVE REMOVE EST. 30 SY GF EST. 15 TON CL I RIP RAP (BURIED 20%)36" RCP-IV1301 1302 1303 INV. 34.1 INV. 34.00 -L-120125C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 25 27 28 29 27 30 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2 0 11 NAD 8 3 / 1S B D CONCS R UINS R UINS R UINS SOILWOODS CUT DOWN CULT CULT CULT CULT 48" VNL 48" VNL 48" VNL T T T Century Link Century Link Century Link MARTIN COUNTYMARTIN COUNTY EXIST R\W EXIST R\W BL-37 105036.07EIP 105138.93EIP 105237.85EIP 30’ 30’ DONALD E. AYERS REGINALD WATSON THURSTAN JAMES THOMAS VOLK POPE & POPE NC LLC THURSTAN JAMES SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1919 2020 2121 2222 2323 2424 2525 2626 2727 2828 2929 30303131 3232 3333 3333333333 3333 34343434 3434 3434 34 3434 3434 34 3434343434 353535353535 35 353535 3 5 35 3535353 5 3535353535353535 35 35 3535353535353 5 35 35 353535 35353535353535353535 363636363 636363636 36 36 363636 36 363636363636 3636363636363636 363636363636 36363636 373737373737373737 37 37 373737 37 3737373 7 373737373737 37373737373737 373737 3737 37373737373737373737373 8 38383838383838 383838383838 38 38383838 3838 38 3838 383838 38 38 3838383838 383838 383838 3838 38383 8 3838 3 8 3838383838 3838383839393 939 39 3939 3939 3939 393939393939 393939 393939 393 9 3939 39 39 3939 39 3939394040404040404040404040 404040404040 404040404040404040 4040404040 40 40 4040404040 4040404040 40 4141414141414141414141 4141424 2 4242424242 4 2 4 2 4242424343434 343 4343444444 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 14MATCHLINE -L- STA. 129+00.00 MATCHLINE -L- STA. 116+00.00 SEE SHEET 128/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_13_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 13 SEE SHEET 48 FOR -L- PROFILE SEE SHEET 2D-1 FOR DITCH DETAILS SG SITE 7A WI SHEET 25 OF 57 PERMIT DRAWING INV=34.69’ INV=34.74’ 18" RCP FESI FESI 15" RCP 15" RCP 15" RCP HW SEE DETAIL K BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 15" 15" REMOVE REMOVE REMOVE REMOVE EST. 30 SY GF EST. 15 TON CL I RIP RAP (BURIED 20%)36" RCP-IV1301 1302 1303 INV. 34.1 INV. 34.00 -L-120125C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 25 27 28 29 27 30 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2 0 11 NAD 8 3 / 1S B D CONCS R UI NS R UI NS R UI NS SOILCULT CULT 48" VNL T T Century Link Century Link MARTIN COUNTY BL-37 REGINALD WATSON THURSTAN JAMES THOMAS VOLK POPE & POPE NC LLC EXIST R\W EXIST R\W Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL 8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_13_enl.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 13 SEE SHEET 48 FOR -L- PROFILE SEE SHEET 2D-1 FOR DITCH DETAILS SG SITE 7A SHEET 26 OF 57 PERMIT DRAWING INV=34.69’ INV=34.74’ 18" RCP FESI FESI 15" RCP 15" RCP 15" RCP HW SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH 15" REMOVE REMOVE REMOVE REMOVE EST. 30 SY GF EST. 15 TON CL I RIP RAP (BURIED 20%)36" RCP-IV1301 1302 1303 INV. 34.1 INV. 34.00 -L-125C C C C C C C C C C C C C C C C C C C C C C 25 27 30 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’50’50’NA 2 0 11 NAD 8 3 / WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS SHEET 27 OF 57 PERMIT DRAWING 0.080 0.080 5 :1 3:13:14:1 33.37 32.4335.89 0.067 0.067 5 :1 3:13:14:1 32.98 32.3435.66 0.0480.048 4 :1 3:13:14:1 32.59 32.2635.43 0.0300.030 4 :13:1 3:14:1 32.20 32.1735.37 0.0250.011 4 :1 3:13:14:1 31.88 32.0835.29 0.025 4 :13:1 0.007 3:14:1 32.5031.79 35.28 0.025 4 :13:1 0.025 3:14:1 32.5031.70 35.31 0.0250.025 4 :13:1 3:14:1 31.94 32.2035.42 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 1/20/2022R:\Hydraulics\CADD\XSC\R4705_Rdy_xpl_l.dgnUSER: MHarvey8/23/99PROJ. REFERENCE NO.SHEET NO. 30 30 40 40 112+00.00 30 30 40 40 112+50.00 30 30 113+00.00 30 30 113+50.00 30 30 114+00.00 30 30 114+50.00 30 30 115+00.00 30 30 115+50.00 X-25R-4705 -L- 5 10 1SBDCONC737476777879 80CULT CULT CULT WOODSTT TCent ur y Li nkCentury Link Century LinkCentury Link MARTIN COUNTY MARTIN COUNTY SR 1153 (GUS’S RD) 20’ BSTN 4513’31" E S 3217’46" EEI P TO R/W0.38’ FROMEIP S R 1147 ( B E L MOU N T C H U R C H R D) 2 0’ B S T SR 1142 (PRISON CAMP RD) 23’ BST G. SWAIN WILLIAM & JANICE FRANK W. JACKSON JOHNNIE MIZELLE JOSEPH & SAMUEL ROEBUCK JOSEPH & SAMUEL ROEBUCK SITE 8 SITE 8 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 16MATCHLINE -L- STA. 155+00.00SEE SHEET 65 FOR -Y3- PROFILE SEE SHEET 65 FOR -Y4- PROFILEMATCHLINE -L- STA. 142+00.00SEE SHEET 14DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_15.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 15 SEE SHEET 49 FOR -L- PROFILE SEE SHEET 2D-1 FOR DITCH DETAILS SHEET 28 OF 57 PERMIT DRAWING I NV= 3 5.8 1’ 6 0" C MP I NV= 3 5.4 3’ I NV = 3 5.8 2’ I NV= 3 5.9 2’ 15" R C P INV=41.60’ INV=42.30’ 18" RCP 6 0" C MP C O N FI R ME D PIP E F L OW15" RCP 15" RCP 15" RCP(BURIED 20%)SI SI42" RCP-IIISEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 18" 18" REMOVE REMOVE REMOVE REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL A SPECIAL CUT DITCH 24" RCP-V SI SI DDE=16 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP PI Sta 12+74.84 L = 201.41’ T = 101.55’ R = 636.62’ D PI Sta 142+90.34 D L = 310.02’ T = 156.33’ R = 975.00’ -L-14515015531 43 44 45 46 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 1SBDCONC737476777879 80CULT CULT CULT WOODSTT TCent ur y Li nkCentury Link Century LinkCentury Link MARTIN COUNTY MARTIN COUNTY SR 1153 (GUS’S RD) 20’ BSTN 4513’31" E S 3217’46" EEI P TO R/W0.38’ FROMEIP S R 1147 ( B E L MOU N T C H U R C H R D) 2 0’ B S T SR 1142 (PRISON CAMP RD) 23’ BST G. SWAIN WILLIAM & JANICE FRANK W. JACKSON JOHNNIE MIZELLE JOSEPH & SAMUEL ROEBUCK JOSEPH & SAMUEL ROEBUCK SITE 8 SITE 8 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 16MATCHLINE -L- STA. 155+00.00SEE SHEET 65 FOR -Y3- PROFILE SEE SHEET 65 FOR -Y4- PROFILEMATCHLINE -L- STA. 142+00.00SEE SHEET 14DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_15_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 15 SEE SHEET 49 FOR -L- PROFILE SEE SHEET 2D-1 FOR DITCH DETAILS00001111 12222223333334444445555556666667777778888889999991010101010101111111111111212121212121313131313131414141414141515151515151616161616161717171717171818181818181919191919192020202020202121212121212222222222222323232323232 4242424242425 252525252526262626262627272727272728282828282829292929292930303030303031 31313131 31313232323232 32323333333333 33333434343434343535353535 3535363636363636363737373737373738383838383838 38383838 383839393939393939393939 3939393939 404040 404040404 04040404040 4040 4040404 1414141414 14141414141414141 41 4141424242424 2 42424 2 42 42 42 42 4242 42 4 2 4 2 424242424243434343 43434 3 43 4343434 343 434343 43434 3 434343 4343 4343434344444444 44 444444 44 4444444 4 4444444 4 44444444 4 4 4444 44 444444 44 4444 444444 44444444444444444444454545 454 5 45454545 45 4 5 45454545454545454545454545454545 45 45 45 45 45 45 454545 454545 45454545 4545454545 4545 45 454545 45 4 545 4 545454545454 5 4545454545 4545454 5 4545454545 4545454545454545 45 45 45 45 45454545454545454545 454545454545 454 5 45454545454545 45454545454 5 45 4545454545454545 464646464646464646 46 46 46 46 46 46464646464646 46 4646464 6 4646464646 464 6 46 4646 464646464646 464646 4646464646 46 464646 46 4646 4646 4646 46464646464646464646 464 6 46 4646464646464646464646464647 474747 4747 4747 47 47474747 474747474747474747 47 474748SHEET 29 OF 57 PERMIT DRAWING I NV= 3 5.8 1’ 6 0" C MP I NV= 3 5.4 3’ I NV = 3 5.8 2’ I NV= 3 5.9 2’ 15" R C P INV=41.60’ INV=42.30’ 18" RCP 6 0" C MP C O N FI R ME D PIP E F L OW15" RCP 15" RCP 15" RCP(BURIED 20%)SI SI42" RCP-IIISEE DETAIL C BASE DITCH SPECIAL LATERAL SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 18" 18" REMOVE REMOVE REMOVE REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL A SPECIAL CUT DITCH 24" RCP-V SI SI DDE=16 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP PI Sta 12+74.84 L = 201.41’ T = 101.55’ R = 636.62’ D PI Sta 142+90.34 D L = 310.02’ T = 156.33’ R = 975.00’ -L-14515015531 43 44 45 46 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 7677CULT WOODS Century Link MARTIN COUNTY SR 1142 (PRISON CAMP RD) 23’ BST JOSEPH & SAMUEL ROEBUCK SITE 8 SHEET 30 OF 57 PERMIT DRAWING INV=41.60’ INV=42.30’ 18" RCP 15" RCP 15" RCP(BURIED 20%)SI SI42" RCP-IIISEE DETAIL A SPECIAL CUT DITCH SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL J BASE DITCH SPECIAL CUT SEE DETAIL H BASE DITCH SPECIAL CUT 18" REMOVE EST. 14 SY GF EST. 5 TON CL B RIP RAP SEE DETAIL A SPECIAL CUT DITCH SI SI DDE=16 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP -L- S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_15_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’40’40’ ETHERILLW 1S FD S S S S BSOILSOILW 13 513 6 13 7 138 139140CULT CULT CULT SOILCULT MARTIN COUNTY CELIA CLARK WARD DEDDIE ANN BOWEN TROY L. BOWEN JAMES MICHAEL POSTON ELIZABETH N. POSTON DONALD E. AYERS JACKIE T. AYERS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W LEON W. WYNNE JR MICHAEL DUANE ELLIOT NICOLE HOPKINS ELLIOT APPROXSITE 9 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 21MATCHLINE -L- STA. 220+00.00 MATCHLINE -L- STA. 207+00.00 SEE SHEET 19DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_20.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 20 SEE SHEET 51&52 FOR -L- PROFILEPLAN REVISION - 12/10/2019 - ADDED 30’ DRIVEWAY TO PARCEL NO. 70 -L- STA. 208+00 LT. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 31 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND INV=58.18’ INV=58.51’24" CMP 15" RCP 15" RCP 15" RCP 18" HDPE WK30" RCP-IVSEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 15" 15" 15" REMOVE REMOVE REMOVE REMOVE EST. 21 SY GF EST. 8 TON CL B RIP RAP 15" WK INV. 58.50 INV. 58.15 15" 15" PI Sta 216+59.28 D L = 108.84’ T = 54.42’ R = 23,000.00’ -L- -L-21021522070 68 71 72 73 74 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 1S FD S S S S BSOILSOILW 13 513 6 13 7 138 139140CULT CULT CULT SOILCULT MARTIN COUNTY CELIA CLARK WARD DEDDIE ANN BOWEN TROY L. BOWEN JAMES MICHAEL POSTON ELIZABETH N. POSTON DONALD E. AYERS JACKIE T. AYERS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W LEON W. WYNNE JR MICHAEL DUANE ELLIOT NICOLE HOPKINS ELLIOT APPROXSITE 9 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 21MATCHLINE -L- STA. 220+00.00 MATCHLINE -L- STA. 207+00.00 SEE SHEET 19DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_20_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 20 SEE SHEET 51&52 FOR -L- PROFILEPLAN REVISION - 12/10/2019 - ADDED 30’ DRIVEWAY TO PARCEL NO. 70 -L- STA. 208+00 LT. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 0 0 11 111 2 2 22 23333 3 4444 45555 566 6 6 677 7 7 788 8 8 899 9 9 91010 1010 101111 1111 11121212 1 2 121313 13 1 3 131414 14 14 141515 15 15 151616 16 16 161717 17 17 171818 18 18 181919 19 19 20 2 0 20 20 21 2 1 21 21 22 2 2 22 22 23 2 3 23 23 24 2 4 24 24 25 25 25 25 26 26 26 26 27 27 27 27 28 28 28 28 29 29 29 29 30 30 30 30 31 31 31 31 32 32 32 32 33 33 33 33 34 34 34 34 35 35 35 35 36 36 36 36 37 37 37 37 38 38 38 38 39 39 39 39 40 40 40 40 41 41 41 41 42 42 42 42 43 43 43 43 44 44 44 44 45 45 45 45 46 46 46 46 47 47 47 47 48 48 48 48 49 49 49 49 50 50 50 50 51 51 51 51 52 52 52 52 53 53 53 53 54 54 54 54 55 55 55 55 56 56 56 56 57 57 57 57 58 58 58 58 59 59 59 595959 5960 60 606060606060 60606060 60 60 60 6060606060606060 60 60 606060 6161 6161616 1 61 61 61 61 616161 61 61 616161616161 61 61616161 616161 616161616161 616161 616262 626262626 26262 62 6 262 626262 62 62 6262 62626262 6262 62 6 2 626262 62626262 62 626262 626262 6262 62 6262626262 6262 626262 62 6262 6 2 62 62 62626 2 62 62626262 6262 62 62 62 626262626262 62 62 62 62626262626262626262 6262 62626262 6262 6262 62 63 636363 63 6363 636363 63 636363 63 63 6 36363 636363 63 63 6363636 3 636363 63 6363636363 63 6363 63 636363 63 636 4 6464 6464 64 6464 6464 64 64 64 6 4 64646464646565 6 5 6565 6 5 65 65 65 65 65 656565 6565 6566 66 6666666666666666666667676767 6767 SHEET 32 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND INV=58.18’ INV=58.51’24" CMP 15" RCP 15" RCP 15" RCP 18" HDPE WK30" RCP-IVSEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 15" 15" 15" REMOVE REMOVE REMOVE REMOVE EST. 21 SY GF EST. 8 TON CL B RIP RAP 15" WK INV. 58.50 INV. 58.15 15" 15" -L- -L-21021522070 68 71 72 73 74 WETLAND DENOTES FILL INFF GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 137138CELIA CLARK WARD SR 1142 (PRISON CAMP RD) 23’ BST APPROXSHEET 33 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND INV=58.18’ INV=58.51’ 24" CMP WK30" RCP-IVSEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL H 2’ BASE DITCHSPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT REMOVE EST. 21 SY GF EST. 8 TON CL B RIP RAP WKSITE 9 -L- 68 R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_20_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’30’30’ WETLAND DENOTES FILL INFF ETHERILLW WETLANDSWETLANDSSHEET 34 OF 57 PERMIT DRAWING 0.0250.025 4 :1 3:13:14:1 58.51 58.1662.26 0.0250.025 3:13:13:14:1 58.65 58.3762.20 0.0250.025 3:13:1 3:14:1 58.80 58.6062.34 0.0250.025 3:13:13:14:1 58.95 58.8362.48 0.0250.025 3:13:1 3:14:1 59.10 59.0662.60 0.0250.025 3:13:1 3:14:1 59.25 59.2962.71 0.0250.025 4:1 3:13:13:1 59.48 59.5262.80 0.0250.025 4:13:13:13:1 59.63 59.7562.86 0.0250.025 4:13:13:13:1 59.78 59.9763.12 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 8/23/99PROJ. REFERENCE NO.SHEET NO. 60 60 209+00.00 60 60 209+50.00 60 60 210+00.00 60 60 210+50.00 60 60 211+00.00 60 60 211+50.00 60 60 212+00.00 60 60 212+50.00 60 60 213+00.00 X-48R-4705 -L- 5 10 R:\Hydraulics\CADD\XSC\R4705_Rdy_xpl_l.dgnMHarvey1/20/2022 2 0 2 2 0 3 2 0 4 2 0 5 2 0 6 WOODS CUT DOWN GRCUT DOWN CULTTT TCentury Link Century Link RUFUS S. WYNNE JR WEYERHAEUSER COMPANY MARIE S. BARNHILL SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W MATTHEW WAYNE BROOKS SITE 10 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 27MATCHLINE -L- STA. 298+00.00 MATCHLINE -L- STA. 285+00.00 SEE SHEET 25DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_26.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 26 SEE SHEET 54&55 FOR -L- PROFILEROW REVISION - 4/2/2020 - UPDATED PROPERTY LINES FOR PARCEL NO. 101. BAMSEE SHEET 2D-1 FOR DITCH DETAILS E E IN WETLAND DENOTES EXCAVATION SHEET 35 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND WM SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 18" WM -L-28529029598 99 101 100 GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 2 0 2 2 0 3 2 0 4 2 0 5 2 0 6 WOODS CUT DOWN GRCUT DOWN CULTTT TCentury Link Century Link RUFUS S. WYNNE JR WEYERHAEUSER COMPANY MARIE S. BARNHILL SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W MATTHEW WAYNE BROOKS SITE 10 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 27MATCHLINE -L- STA. 298+00.00 MATCHLINE -L- STA. 285+00.00 SEE SHEET 25DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_26_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 26 SEE SHEET 54&55 FOR -L- PROFILEROW REVISION - 4/2/2020 - UPDATED PROPERTY LINES FOR PARCEL NO. 101. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 1 11 22 23334445556677889910101111121213131414151516161717181819192020212122222323242425252626272728282929303031313232333334343535363637373838393940404141424243434444454546464747484849495050515152525353545455555 5 5656575758585959606060616162626363646465656566666767686869697070707071717272737373737373737373 737373737373737373 73737373 737373737373 7 3 73 7373737373737373737 3737 3 737373 737373 737474 74747474747474 7474747474747474747474747474747474 7474747474 74 74747474747474747474747474 7474747474747 4 74747474 74747474 74 7474 74 74 74 74747474747474747 4 7474 747474 74 747474 74 74747474 7474747474747474 74747474747 4 7474 7474747 4 747474747474 747474747474 7474 7 47474747474 7 474747474747474747 4 74747474 7 4 74747474747474747474 7474 7474747474747474747 4 7 4 74 74 7 4 7 4 7 4 7474 7 4 7 4 7 4 7 4 7 4 747474 7 474 7474747474747 4 74747 4 7 4 747474 747 4 7 4 747 4 7 4 74747 4 74 75 7575 75757575757575757575 757 5 757575 7575757575 757575 75757575757575 7575 757575 75 75 75 75 757575 757575757575 75757575757575757575 75 757575757 5 7 5 7575 75757575757575 75757 5 7 5 757575757575 757575 7 575757575 75757575 7575 757 5 75 757575757575 757575757575767676767676 76 7676767676 7 6 7676 76 76 767 7 E E IN WETLAND DENOTES EXCAVATION SHEET 36 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND WM SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT 18" WM -L-28529029560.00 50.00 +50.00 +00.00 98 99 101 100 GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 2 0 4 2 0 5 2 0 6 CUT DOWN CULTT TCentury Link Century Link MARIE S. BARNHILL SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W MATTHEW WAYNE BROOKS SEE SHEET 27MATCHLINE -L- STA. 298+00.00 UNLESS ALL SIGNATURES COMPLETED UNLESS ALL SIGNATURES COMPLETED E E IN WETLAND DENOTES EXCAVATION SHEET 37 OF 57 PERMIT DRAWING HC HC CLEARING DENOTES HAND WM SEE DETAIL H 2’ BASE DITCH SPECIAL CUT WM SITE 10 101 100 R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_26_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW WETLANDS WETLANDS WETLANDSWETLANDSWETLANDS WETLANDS WETLANDS WETLANDS WETLANDSWETLANDS WETLANDS WETLANDS WETLANDSWETLANDS WETLANDS WETLANDS SHEET 38 OF 57 PERMIT DRAWING 0.0250.025 4:1 3:13:13:1 70.73 71.2074.89 0.0250.025 4 :13:13:13:1 70.78 71.3174.92 0.0250.025 4 :13:13:13:1 70.83 71.4274.97 0.0250.025 4:1 3:1 3:13:1 70.88 71.5374.89 0.0250.025 4 :13:1 3:13:1 70.93 71.6374.87 0.0250.025 4 :13:1 3:13:1 70.98 71.7474.87 0.0250.025 5 :1 3:1 3:13:1 71.03 71.8574.79 0.0250.025 5 :1 3:1 3:13:1 71.08 71.9674.71 0.0250.025 5 :1 3:1 3:13:1 71.13 72.0674.64 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 0 8/23/99PROJ. REFERENCE NO.SHEET NO. 70 70 293+50.00 70 70 294+00.00 70 70 294+50.00 70 70 295+00.00 70 70 295+50.00 70 70 296+00.00 70 70 296+50.00 70 70 297+00.00 70 70 297+50.00 X-67R-4705 -L- 5 10 R:\Hydraulics\CADD\XSC\R4705_Rdy_xpl_l.dgnMHarvey1/20/2022 HTRHTRHTRHTRHTRHTRHTRGRSGR1 SFDGRSHTRSOILSWPORTCARSS2 3 4 2 3 5 2 3 6 2 3 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 2 4 5 2 4 6 2 4 7 2 4 8 2 4 9 2 5 0 2512 5 2 2 5 3 254 WOODS WOODS 48" WD RAIL 48" WD POST & WI RE48" WD POST & WIRETCCTCTMARTIN COUNTY 120’ POWER EASEMENT JAMES LEROY STALLS LEON HUGHS DONNA R. HARDISON SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W JERRY W. CORNWELL DB M-24 PG 307 BILLY S. BIGGS POWELL PROPERTY VENTURES LLC CHESTER TAYLOR SITE 11 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 30MATCHLINE -L- STA. 337+00.00 MATCHLINE -L- STA. 324+00.00 SEE SHEET 28DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_29.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 29 SEE SHEET 56 FOR -L- PROFILEROW REVISION - 4/1/2020 - UPDATED ROW, ADDED TCE AND ADDED NOTE STATING "DO NOT DISTURB SEPTIC DRAIN FIELD ON PARCEL NO. 128. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 39 OF 57 PERMIT DRAWING INV=72.23’ INV=72.37’ 18" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP2@36" RCP-IVSK(BURIED 20%)SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL L 4’ BASE DITCH SPECIAL CUT 15" 15" 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 15" DDE=18 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP -L-325330335118 126 127 128 129 130 131 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ HTRHTRHTRHTRHTRHTRHTRGRSGR1 SFDGRSHTRSOILSWPORTCARSS2 3 4 2 3 5 2 3 6 2 3 7 2 3 8 2 3 9 2 4 0 2 4 1 2 4 2 2 4 3 2 4 4 2 4 5 2 4 6 2 4 7 2 4 8 2 4 9 2 5 0 2512 5 2 2 5 3 254 WOODS WOODS 48" WD RAIL 48" WD POST & WI RE48" WD POST & WIRETCCTCTMARTIN COUNTY 120’ POWER EASEMENT JAMES LEROY STALLS LEON HUGHS DONNA R. HARDISON SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W JERRY W. CORNWELL DB M-24 PG 307 BILLY S. BIGGS POWELL PROPERTY VENTURES LLC CHESTER TAYLOR SITE 11 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 30MATCHLINE -L- STA. 337+00.00 MATCHLINE -L- STA. 324+00.00 SEE SHEET 28DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_29_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 29 SEE SHEET 56 FOR -L- PROFILEROW REVISION - 4/1/2020 - UPDATED ROW, ADDED TCE AND ADDED NOTE STATING "DO NOT DISTURB SEPTIC DRAIN FIELD ON PARCEL NO. 128. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 1 1 1 2 2 23 3 3 4445556667778889991010101111111212121313131414141515151616161717171818181919192020202121212222222323232424242525252626262727272828282929293030303131313232323333333434343535353636 363737 373838 383939 394040 404141 414242 424343 434444 444545 454646 464747 474848 484949 495050 505151 515252 525353 535454 545555 555656 565757 575858 585959 596060 606161 616262 626363 636464 646565 656666 666767 676868 686969 697070 707171 717272 727373 7373737474 74747 47474 7474 74 747474747474747 4 7 47475 75 7575757575757575757575757575 75 75 75 75 75 75 75 7575 75 75 75 75 7575 7575 757 5 757575 75757 5 7575 7575 7575757575757575 75 7575 7575 75 75 75757575 75757575 75 75 7575 75757 5757 5 757575757575 75757575 7575 7575 7575757575 7575 7575 75757 5 76 76 767676 76767676 7676767 6 767676 76767676 7676 76 76 76 76 76767676767676767676 767676767676 767 6 7676 76 7676767676 76 76 767676767676 76 767 6 76 7 6 7676 76 767676767676 76767676 7676 7676767676767676767 67676767 7 77 77777777 77 7 7 77 77 77 777 7 7777 77 777 7 7777 77 77777 7 7 7 777777 77 77 7777777777 7777 77 7 77777777777 7777777 7 777777 7 7 7777777777 77 777777 777777 777777 777777777 7 77 7777777777 77777777 7 7 77777 7 777 7 7 7 7 7 7 7 78 78787878 7878 7 8 7 87 8 7 8 7878787878787878787878787878787 8 78787878 78 78787878 7 8 7 8 78787878 7878 78787 8 787878 7878 78787878787878787 878 7878 7 8 7 8787 8 7878787878 7878 7878787 8 787878 78 7 878 78787878 7878 7 8 78 7878 78787878787878787878787878 7878787 878 7878787878787878787 8 797979 79797979 79797980808080818 1 818 1 818282SHEET 40 OF 57 PERMIT DRAWING INV=72.23’ INV=72.37’ 18" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP2@36" RCP-IVSK(BURIED 20%)SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL L 4’ BASE DITCH SPECIAL CUT 15" 15" 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE 15" DDE=18 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP -L-325330335118 126 127 128 129 130 131 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ HTRGRS2 3 4 2 3 5 2 3 6 2 3 7 2 3 8 2 3 9 2 4 0 2 4 1 WOODS WOODS MARTIN COUNTY JAMES LEROY STALLS LEON HUGHS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W DB M-24 PG 307 BILLY S. BIGGS POWELL PROPERTY VENTURES LLC SITE 11 MATCHLINE -L- STA. 324+00.00 SEE SHEET 28 ROW REVISION - 4/1/2020 - UPDATED ROW, ADDED TCE AND ADDED NOTE STATING "DO NOT DISTURB SEPTIC DRAIN FIELD ON PARCEL NO. 128. BAMSHEET 41 OF 57 PERMIT DRAWING INV=72.23’ INV=72.37’ 18" RCP 15" RCP 15" RCP2@36" RCP-IVSK(BURIED 20%)SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL L 4’ BASE DITCH SPECIAL CUT 15" REMOVE REMOVE REMOVE DDE=18 CY SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP 118 126 127 128 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_29_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ ETHERILLW APPROX1SBD 1SBD SSOIL CONCCONC B 1SMTBUS 1SFD 1SFBUSSOILGR S 1SFDBST S B S S G B 1SFD 264 265 2 6 6 268 26 9 270 271 272 2 73274 275276 27 7 27 9 278 280 GRCEM GRCONC48" WROUGHT IRON 48" VNL 48" WD POST S S CONC CONC GRT T TT T TTTT T T T TT T MARTIN COUNTY METER STATION DONALD CLARK BONDS DB M -15 PG 2 2 5 EDGAR DENN IS HOLL IDAY JR DB L-18 PG 924 EDNA T. HOLLIDAY JANICE HOLLIDAY ETALS & CORRONE BRYANT DB E-18 PG 373 EDGAR DENNIS HOLLIDAY JR DB A-21 PG 893 MELISSA G. ONEAL STANLEY CRAIG GODWIN JAMES ROGERSON, ET AL EVAGELINE B. DANIELS SR 1142 (PRISON CAMP RD) 23’ BST SWAIN LLC WILLIAM AND JANICE SR 1106 (ED’S GROCERY RD) 20’ BSTHOLLIDAY HERAMN HOLLIDAY JANICE TAYLOR PEAKS PHILLIP M. UNKNOWN OWNER PG 683 DB H-18 COUNTY MARTIN DB M-24 PG 307 BILLY S. BIGGS SITE 12 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 32MATCHLINE -L- STA. 363+00.00 SEE SHEET 68 FOR -Y15- PROFILEMATCHLINE -L- STA. 350+00.00 SEE SHEET 30 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_31.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 31 SEE SHEET 57 FOR -L- PROFILEPLAN REVISION - 6/11/19 - UPDATED SLOPE STAKES ALONG -L- STA. 344+00 TO 344+50 RT. BAMROW REVISION - 2-6-2020 - UPDATED FINAL SURVEY TO INCLUDE PROPERTY LINES FOR PARCEL NO. 144, UPDATED ROW, PUE & TCE ON PARCEL NOS. 143 & 144. BAMPLAN REVISION - 7/2/2021 - UPDATED PROPOSED DRIVEWAY TO PARCEL NO.146. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 42 OF 57 PERMIT DRAWING TOP=73.55’TOP=73.83’12" RCP15" RCP15" RCP15" RCPINV=71.62’INV=72.11’PIPE PASSES THROUGHBOTTOM ELEV=72.33’PIPE PASSES THROUGHBOTTOM ELEV=71.95’42" CMP 42" CMP INV=62.46’ INV=62.46’ INV=62.48’ INV=62.47’ 18" RCP 30" CMP INV=68.39’ INV=69.14’ INV=69.42’ INV=70.20’ TOP=70.82’ INV=66.87’15" HDPEINV OUT=67.48’ DI 15" RCP 15" RCP 15" RCP 15" HDPE 15" RCP 15" RCP 15" RCP 15" RCP 15 " RCP 24" RCP 18" RCP 15" RCP15" RCP 15" RCP READY BRANCH READY BRANCH66" RCP- I V(BURI ED 1.0ft ) SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL 18" 18" 18" 15" 18" 30" 24" 24" 18" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE OF 15" HDPE REMOVE 12 LF 24" RCP-IV EST. 21 SY GF EST. 8 TON CL B RIP RAP 30" RCP-IV18" EST. 14 SY GF EST. 5 TON CL B RIP RAP REMOVE 2GI EST. 7 SY GF EST. 2 TON CL B RIP RAP READY BRANCH READY BRANCH 15" 15" SEE DETAIL A SPECIAL CUT DITCH REMOVE FLOWABLE FILL DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP 15" PI Sta 11+79.53 D L = 272.51’ T = 137.10’ R = 1,000.00’ PI Sta 348+81.53 D L = 597.73’ T = 301.44’ R = 1,870.00’ -L-350355360GREU TL-3CAT-1 138 127 139 140 141 142 143 144 146 147 148 145 149 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ APPROX1SBD 1SBD SSOIL CONCCONC B 1SMTBUS 1SFD 1SFBUSSOILGR S 1SFDBST S B S S G B 1SFD 264 265 2 6 6 268 26 9 270 271 272 2 73274 275276 27 7 27 9 278 280 GRCEM GRCONC48" WROUGHT IRON 48" VNL 48" WD POST S S CONC CONC GRT T TT T TTTT T T T TT T MARTIN COUNTY METER STATION DONALD CLARK BONDS DB M -15 PG 2 2 5 EDGAR DENN IS HOLL IDAY JR DB L-18 PG 924 EDNA T. HOLLIDAY JANICE HOLLIDAY ETALS & CORRONE BRYANT DB E-18 PG 373 EDGAR DENNIS HOLLIDAY JR DB A-21 PG 893 MELISSA G. ONEAL STANLEY CRAIG GODWIN JAMES ROGERSON, ET AL EVAGELINE B. DANIELS SR 1142 (PRISON CAMP RD) 23’ BST SWAIN LLC WILLIAM AND JANICE SR 1106 (ED’S GROCERY RD) 20’ BSTHOLLIDAY HERAMN HOLLIDAY JANICE TAYLOR PEAKS PHILLIP M. UNKNOWN OWNER PG 683 DB H-18 COUNTY MARTIN DB M-24 PG 307 BILLY S. BIGGS SITE 12 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 32MATCHLINE -L- STA. 363+00.00 SEE SHEET 68 FOR -Y15- PROFILEMATCHLINE -L- STA. 350+00.00 SEE SHEET 30 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_31_con.dgnUSER: MHarvey8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 31 SEE SHEET 57 FOR -L- PROFILEPLAN REVISION - 6/11/19 - UPDATED SLOPE STAKES ALONG -L- STA. 344+00 TO 344+50 RT. BAMROW REVISION - 2-6-2020 - UPDATED FINAL SURVEY TO INCLUDE PROPERTY LINES FOR PARCEL NO. 144, UPDATED ROW, PUE & TCE ON PARCEL NOS. 143 & 144. BAMPLAN REVISION - 7/2/2021 - UPDATED PROPOSED DRIVEWAY TO PARCEL NO.146. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 0 0 1 1 112 2 223 33 3444 4555 5666 6777 7888 89999101010 10111111 11121212 12131313 13141414 14151515 15161616 16171717 17181818 18191919 192020202021212 1 2122222 2 2223232 3 2324242 4 2425252 5 2526262 6 2627272 7 2728282 8 2829292 9 2930303 0 3031313 1 3132323 2 3233333 3 3334343 4 3435353 5 3536363 6 3637373 7 3738383 8 3839393 9 3940404 0 4041414 1 4142424 2 4243434 3 4344444 4 4445454 5 4546464 6 4647474 7 4748484 8 4849494 9 4950505 0 5051515 1 5152525 2 5253535 3 5354545 4 5455555556565 6 5657575 7 5758585 8 5859595 9 5960606061616 1 6162626 2 6263636 3 63636364 646 4 64646464646565656565656 566 666 6 66666666 66666767 6 7 676767 67 676767 6767676767676768686 8 686 8 68 6868 68 6868 6868 686868686868686868 68 6868686868686 8 6869696 9 6969696969 6969 69 6 9 6969 6969 69 69 69 6969 6969 69 69 69 69 69 696969707070707 070 70707070 70 70 70 70 70 70 70 70 70 70 70707070 7070707070 7070707070707070 707070707070 70707071 717 1 7171717171 71 71 71 71 71 717171717171717171717171 717171 7171 7171 717171 72727 2 7272 727272727272 72 72 72 72727272 72727272727 2 72727272 72727272 7272727272 7 2 7272 727272 72727272 73 73737 3 7373 737373 7373 7373 73 7373 7373737373 73 7373737373737373737373737373 7373737 373737373737373737373 7 4 747 4 7474 7474 747 4 74747474 74 747474 747474747474747 4 7474 7474 7474 74747474747474747474 74 74 74 7 4 747474 74 74 74 74 74 7474 74747474747474 74 7 4 74 74 74747474747 4 74747474 74 7474 7475757575 757575 75757575757575757575757575 757575 7575 7575757575 75 7575 75 75 7575757575757575757575 75 75757575 7575 7575757575757575757575 757575757575 75757575 75 75757 5 76 76 76 7 6767676767676 76 7676 76 7 6 76SHEET 43 OF 57 PERMIT DRAWING TOP=73.55’TOP=73.83’12" RCP15" RCP15" RCP15" RCPINV=71.62’INV=72.11’PIPE PASSES THROUGHBOTTOM ELEV=72.33’PIPE PASSES THROUGHBOTTOM ELEV=71.95’42" CMP 42" CMP INV=62.46’ INV=62.46’ INV=62.48’ INV=62.47’ 18" RCP 30" CMP INV=68.39’ INV=69.14’ INV=69.42’ INV=70.20’ TOP=70.82’ INV=66.87’15" HDPEINV OUT=67.48’ DI 15" RCP 15" RCP 15" RCP 15" HDPE 15" RCP 15" RCP 15" RCP 15" RCP 15 " RCP 24" RCP 18" RCP 15" RCP15" RCP 15" RCP READY BRANCH READY BRANCH66" RCP- I V(BURI ED 1.0ft ) SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL H 2’ BASE DITCH SPECIAL CUT SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL 18" 18" 18" 15" 18" 30" 24" 24" 18" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE OF 15" HDPE REMOVE 12 LF 24" RCP-IV EST. 21 SY GF EST. 8 TON CL B RIP RAP 30" RCP-IV18" EST. 14 SY GF EST. 5 TON CL B RIP RAP REMOVE 2GI EST. 7 SY GF EST. 2 TON CL B RIP RAP READY BRANCH READY BRANCH 15" 15" SEE DETAIL A SPECIAL CUT DITCH REMOVE FLOWABLE FILL DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP 15" 350355360138 127 139 140 141 142 143 144 146 147 148 145 149 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 1S FD S S G 1S FD 2 7 6 2 7 7 2 7 9 2 7 8GR CONC48" VNL CONC CONC GRTTTT METER STATION EVAGELINE B. DANIELS SR 1142 (PRISON CAMP RD) 23’ BST SWAIN LLC WILLIAM AND JANICE PEAKS PHILLIP M. UNKNOWN OWNER PG 683 DB H-18 COUNTY MARTIN SEE SHEET 32MATCHLINE -L- STA. 363+00.00 SHEET 44 OF 57 PERMIT DRAWING 42" CMP 42" CMP INV=62.46’ INV=62.46’ INV=62.48’ INV=62.47’ INV=66.87’15" HDPE15" RCP 15 " RC P 24" RCP 18" RCP 15" RCP15" RCP66" RCP- I V(BURI ED 1.0ft ) SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL 18" 30" 24" 24" 18" REMOVE REMOVE REMOVE REMOVE REMOVE OF 15" HDPE REMOVE 12 LF REMOVE 2GI EST. 7 SY GF EST. 2 TON CL B RIP RAP INV. 61.43 INV. 61.19 15" 15" SEE DETAIL A SPECIAL CUT DITCH INV. 69.9 DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP READY BRANCH SITE 12 143 144 147 148 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_31_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’40’40’ ETHERILLW 1S F DS ABAND1S F DABAND2 SF D1SF DS B294 295 296 297 298 299 300 301 CULT WOODS WOODS CULT CULT SOILSOILGRS RUI NST T TOWN OF WILLIAMSTON TOWN OF WILLIAMSTONTOW N OF W I LLI A M STO N NATHAN MIZELLE H. A. BOWEN HEIRS H. A. BOWEN HEIRSTONY D. WEBB SR 1142 (PRISON CAMP RD) 23’ BSTEXIST R\WEXI ST R\ W EXIST R\W EXIST R\W MIZELLE NATHAN J. MARK & ESTELLE EDMONSON SITE 13 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 34MATCHLINE -L- STA. 389+00.00 MATCHLINE -L- STA. 376+00.00 SEE SHEET 32DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_33.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 33 SEE SHEET 58 FOR -L- PROFILER/W REVISION - 10/21/19 - UPDATED DRAINAGE ALONG PARCEL NO. 162. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 45 OF 57 PERMIT DRAWING TOP=71.52’ I NV=69.26’15" RCP15" RCPI NV OUT=69.90’ I NV I N=69.92’DI15" RCP15" RCP15" RCP 15" RCP 15" RCP 2@36" RCP-IVSL (BURIED 20%)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT15" 15" 15" 15" 15" 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE SL 15" 15" RCP-III EST. 7 SY GF EST. 2 TON CL B RIP RAP DI15" RCP-III DDE=20 CY SEE DETAIL S EST. 15 SY GF EST. 10 TON CL I RIP RAP -L-380385153 162 163 164 165 166 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ 1S F DS ABAND1S F DABAND2 SF D1SF DS B294 295 296 297 298 299 300 301 CULT WOODS WOODS CULT CULT SOILSOILGRS RUI NST T TOWN OF WILLIAMSTON TOWN OF WILLIAMSTONTOW N OF W I LLI A M STO N NATHAN MIZELLE H. A. BOWEN HEIRS H. A. BOWEN HEIRSTONY D. WEBB SR 1142 (PRISON CAMP RD) 23’ BSTEXIST R\WEXI ST R\ W EXIST R\W EXIST R\W MIZELLE NATHAN J. MARK & ESTELLE EDMONSON SITE 13 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 34MATCHLINE -L- STA. 389+00.00 MATCHLINE -L- STA. 376+00.00 SEE SHEET 32DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_33_con.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 33 SEE SHEET 58 FOR -L- PROFILER/W REVISION - 10/21/19 - UPDATED DRAINAGE ALONG PARCEL NO. 162. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 0 0 11 111 22 2 22 33 3 33 444 44 555 55666 66777 77888 88999 99 101010 1010111111 1111121212 1212131313 1313141414 1414151515 1515161616 1616171717 1717181818 1818 191919 1919 2020202020 212121 2121 222222 2222 232323 2323 242424 2424 2525252525 262626 2626 272727 2727 282828 2828 292929 2929 303030 3030 313131 3131 3232323232 3333333333 3434343434 353535 353535 3636363636 3737373737 3838383838 3939393939 404040 404040 4141414141 4242424242 4343434343 4444444444 454545 454545 4646464646 4747474747 4848484848 4949494949 50505050505050 5151515151 5252525252 535353 5353 545454 5454 55555555 555555 565656 5656 575757 5757 585858 5858 595959 5959 60606060 606060 616161 6161 626262 6262 636363 636363 646464 646464 65656565 65656565 6566 666666 666666 6666 67676767 676767 676767 67 6767 686868 686868 6868 6868686868 68686868686868696969 696969 696969696 96969 69 696 96 969 6969 696969 6 9 69 6 9 6969 696969 696969 6969 70 70707070707070 70 7070 7070707070707070707070 70 7070707070 70 7070 707070707070 70707070 707070 70 70707070 7070 70707070707070 707070707070707070 7070707070 7071717171717171 71 71 71717171 71 717171 717171717 1 7171717171 71 717171 71 7171 7171717171 71 7171717171 717171 71 71 7171 7171 7171717171717272 72727272727272727272 72 727272 727272 72727272727272 72727272 7272 72 7272727272727272 727373737373 73 73 73 73 7373 7373 7373737373 73 73 73737373 737373 737373 73 7 3 7373 7373737373 73737373 73 737 3 737373 737373737374 74 74747474747474 7474 747 4 7 474 7 4 74747 4 7 4 747 4 747474747474747474747474747575757575757575 75 75 7575 75 76 76 78SHEET 46 OF 57 PERMIT DRAWING TOP=71.52’ I NV=69.26’15" RCP15" RCPI NV OUT=69.90’ I NV I N=69.92’DI15" RCP15" RCP15" RCP 15" RCP 15" RCP 2@36" RCP-IVSL (BURIED 20%)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT15" 15" 15" 15" 15" 15" REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE SL 15" 15" RCP-III EST. 7 SY GF EST. 2 TON CL B RIP RAP DI15" RCP-III DDE=20 CY SEE DETAIL S EST. 15 SY GF EST. 10 TON CL I RIP RAP -L-380385153 162 163 164 165 166 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ S 295 296 297 CULTTOWN OF W I LLI AM STONH. A. BOWEN HEIRSTONY D. WEBB SR 1142 (PRISON CAMP RD) 23’ BST SITE 13 R/W REVISION - 10/21/19 - UPDATED DRAINAGE ALONG PARCEL NO. 162. BAMSHEET 47 OF 57 PERMIT DRAWING TOP=71.52’ I NV=69.26’15" RCPI NV OUT=69.90’ I NV I N=69.92’DI 15" RCP15" RCP 2@36" RCP-IVSL (BURIED 20%)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT 15" REMOVE REMOVE SL15" RCP-III EST. 7 SY GF EST. 2 TON CL B RIP RAP DI DDE=20 CY SEE DETAIL S EST. 15 SY GF EST. 10 TON CL I RIP RAP 165 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_33_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’30’30’ ETHERILLW B 2SFDB B S 302 303 304305306307308 309 310 311 CULT WOODS CULT CULT GRCONCCONCCONCCONCT T T TOWN OF WILLIAMSTONTOWN OF WILLIAMSTONTOWN OF WILLIAMSTON N 2545’20" WS 2905’43" EMRS. JOHN M. BOWEN HEIRS MRS. JOHN M. BOWEN HEIRS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W H. A. BOWEN HEIRS H. A. BOWEN HEIRS SITE 14 SITE 15 SITE 15 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 35MATCHLINE -L- STA. 402+00.00 MATCHLINE -L- STA. 389+00.00 SEE SHEET 33DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_34.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 34 SEE SHEET 57&58 FOR -L- PROFILE AND ELIMINATED TCE ON PARCEL NO. 168. BAMROW REVISION - 2/18/2021 - ADDED HISTORICAL PROPERTY BOUNDARY, ELIMINATED PROPOSED ROW, UPDATED PUE AND TCE TO PARCEL NO. 167. UPDATED PROPOSED PUESEE SHEET 2D-1 FOR DITCH DETAILS SHEET 48 OF 57 PERMIT DRAWING 60" CMP INV=55.38’ INV=55.81’ 15" RCP 15" RCP SN SM SM66" RCP-IV(BURIED 1.0ft)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL H 2’ BASE DITCH SPECIAL LATERAL 24" REMOVE REMOVE SN SM SM DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP -L-390395400166 164 167 168 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ HISTORIC PROPERTY BOUNDRY NA 2011NAD 83/ B 2SFDB B S 302 303 304305306307308 309 310 311 CULT WOODS CULT CULT GRCONCCONCCONCCONCT T T TOWN OF WILLIAMSTONTOWN OF WILLIAMSTONTOWN OF WILLIAMSTON N 2545’20" WS 2905’43" EMRS. JOHN M. BOWEN HEIRS MRS. JOHN M. BOWEN HEIRS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W EXIST R\W EXIST R\W H. A. BOWEN HEIRS H. A. BOWEN HEIRS SITE 14 SITE 15 SITE 15 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 35MATCHLINE -L- STA. 402+00.00 MATCHLINE -L- STA. 389+00.00 SEE SHEET 33DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_34_con.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 34 SEE SHEET 57&58 FOR -L- PROFILE AND ELIMINATED TCE ON PARCEL NO. 168. BAMROW REVISION - 2/18/2021 - ADDED HISTORICAL PROPERTY BOUNDARY, ELIMINATED PROPOSED ROW, UPDATED PUE AND TCE TO PARCEL NO. 167. UPDATED PROPOSED PUESEE SHEET 2D-1 FOR DITCH DETAILS 01111222 23 33 34 4 44555566667777888 89 99 9101010101111111112121212131313131414141415151515161616 16171717 171 8 1818 181 9 1919 1920 2020 2021 2121 2122 2222 2223 2323 2324 2424 2425 2525 2526 2626 2627 2727 272 8 2828 282 9 2929 29303030 30313131 31323232 32333333 33343434 34353535 35363636 36373737 37383838 38393939 39404040 40414141 41424242 42434343 43444444 44454545 45464646 46474747 47484848 48494949 49505050 50515151 51525252 52535353 53545454 54555555 5555 565656 565656575757 575757585858 5858 58 5858 585859 5959 59595 9 5959595 959 59595959595959 59 606060 606 0 606 0 60 60 606 0 6060 60 6060 60 6060 606060606060 6060 606060 606060606060606060 6060 6061 61616161 616 1 61 61 61616161616161 6161 6161 616161 6161 6161616 1 6161 6161 616161616 1 61 61 61 6262626262 6262 62 62 6262626262626262 6262626262 626262 6262 626262626 26262 6262626262626262 62 62636363 63636363636363 63 63 63 6 3 636 3 63 636 363 6 3 6363 63636363636363 6363 6363 636 363 63636 3 6363 6363636363 63636363636363636364646464646464 64 6 4 64 64 6464 646464 6464 646464 6464 64 6464 64646464 6464 6464 646464646464 6464 6464 6464646464 646464 6565 656 5 65 6565656565656565656565 65 6565 656565 656565 65656565 65656565656565 6565 656565656 565 65 65 65 656 5 65 656565656565656565656565 6565 6565656565 65 65656565656666666666666666666666666 6 66 66666666 66 66 66 66 66 666666 66666 6 66 66666666 66666 6 66666666666 6 6667 676767 6767 676767 676767 676767 67676767 676767 6767676767 6767 6 7 67 676767676767676768 6868 686868686868 68 68 686868 686 8 686868686868 68 6868686868 6868 6 8 6868 68686868686869 6969696969 69 69 696969696969 69 696969 6969 69 696969696969696969 707 0 7070 7070 70 7070 707070 70 7070707070707070 70 70 70 7070707 07070 70 707070707070 7 1 717171 717171717171 71 71 71 71 71717172727272727272727272727373SHEET 49 OF 57 PERMIT DRAWING 60" CMP INV=55.38’ INV=55.81’ 15" RCP 15" RCP SN SM SM66" RCP-IV(BURIED 1.0ft)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL H 2’ BASE DITCH SPECIAL LATERAL 24" REMOVE REMOVE SN SM SM DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP -L-390395400166 164 167 168 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ HISTORIC PROPERTY BOUNDRY NA 2011NAD 83/ B 302 303 304305 CULT WOODS CULT CULT T T TOWN OF WILLIAMSTON TOWN OF WILLIAMSTON N 2545’20" WS 2905’43" EMRS. JOHN M. BOWEN HEIRS SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W H. A. BOWEN HEIRS H. A. BOWEN HEIRSMATCHLINE -L- STA. 389+00.00 SEE SHEET 33 AND ELIMINATED TCE ON PARCEL NO. 168. BAMROW REVISION - 2/18/2021 - ADDED HISTORICAL PROPERTY BOUNDARY, ELIMINATED PROPOSED ROW, UPDATED PUE AND TCE TO PARCEL NO. 167. UPDATED PROPOSED PUESHEET 50 OF 57 PERMIT DRAWING 60" CMP INV=55.38’ INV=55.81’ 15" RCP SN SM SM66" RCP-IV(BURIED 1.0ft)SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL I 3’ BASE DITCH SPECIAL LATERAL SEE DETAIL H 2’ BASE DITCH SPECIAL LATERAL REMOVE SN SM SM DDE=25 CY SEE DETAIL S EST. 34 SY GF EST. 18 TON CL I RIP RAP SITE 15SITE 14 SITE 15 -L- 164 167 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_34_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’50’50’ HISTORIC PROPERTY BOUNDRY ETHERILLW APPROXAPPROXAPPROX APPROXHTR1SFD1SFDHTRHTRHTRHTRHTRHTRHTR HTR1SFD1SBLKBUS1SBLKBUS 1SFMTLBUS MTL CANOPYGAS PUMPS1SFDGSG1SFD1SFD1SBKD1SBKDGS1SBKD1SBKDSSB404405406407408409410411412413 414415416417418419420421422423424425CONCGRGRBSTCONCCONCGRGRGRGRGRSOILGRBST B S T BST SOILG R72" CHL72" CHL72" CHL 72" CHLBST GR SSS 72" CHLSSSSSSS72" CHL 72" CHL 72" CHL SSSS72" CHLINV IN=61.31’ INV OUT=61.21’ TOP=75.86’ SSMH INV IN=62.66’ INV OUT=62.63’ TOP=74.91’ SSMH INV IN=62.66’ FOUND END NOT INV OUT=64.16’ TOP=74.21’ SSMH INV IN=64.19’ 8" PVC 8" PVC 8" PVC6" PVCTTTTTT TOWN OF WILLIAMSTON TOWN OF WILLIAMSTON EIP EIP EIP EIP EIP EIP EXIST R/W EXIST R/W 35’ 35’ ROGERS BARBARA B. SWAIN, LLC & JANICE G. WILLIAM R. NATHAN MIZELL CHARLES C. GURGANUS, ET UX ET VIR O. CARRANZA VILLEGAS, ET UX JEFFREY H. WHITLEY, BOBBY L. BELL MARTIN COUNTY NC DEPT OF TRANSPORTATION CLYDE PEAKS, ET UX GARLAND CRATT, ET UX LEEANNE C. DAVIS ROBERT C. WARREN, ET UX SR 1142 (PRISON CAMP RD) 40’ BST MIZELL NATHAN EXIST R/W EXIST R/W MARTIN COUNTY (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) ’V’ DITCH SPECIAL LATERAL (SEE DETAIL P) ’V’ DITCH SP. LATERAL SITE 16 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL MATCHLINE -L- STA. 493+00.00 SEE SHEET 41SEE SHEET 43MATCHLINE -L- STA. 506+00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_42.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 42 SEE SHEET 62&63 FOR -L- PROFILEROW REVISION - 8/21/2019 - UPDATED PUE ON PARCEL NO. 216. BAMROW REVISION - 10/23/2019 - UPDATED DRAINAGE & REVISED ROW TO TCE ON PARCEL NO. 217. BAMPLAN REVISION - 2/12/2020 - ADDED DRIVEWAY TO PARCEL 227, -L- STA. 498+50 RIGHT, AND UPDATED DRAINAGE ACCORDINGLY. BAMSEE SHEET 2D-1 FOR DITCH DETAILS SHEET 51 OF 57 PERMIT DRAWING TOP=73.78’ INV=73.37’JB 15" RCP15" RCPTOP=72.73’ 24" RCP TOP=73.07’ 24" RCP 36" RCPINV=71.42’ INV=71.28’ INV=69.33’INV=71.42’ 18" RCP 15" RCP INV=72.22’ TOP=73.84’ TOP=74.83’ 15 " RCP 18" RCP 15" RCPINV=73.08’ TOP=75.03’15" RCPINV IN=70.59’ INV OUT=70.55’ INV OUT=70.03’ INV IN=70.06’ INV OUT=69.44’ INV IN=69.46’ INV IN=69.49’ INV IN=70.07’ INV OUT=70.05’ INV=71.47’ INV OUT=72.55’ INV IN=72.57’INV OUT=70.15’ INV IN=71.91’ INV IN=70.25’DI DI DI DI DI DI FOUND END NOTTOP=75.23’ INV OUT=73.09’ DI 15" RCP 15" RCP 15" RCP 18" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP SPSP DI 15"CB REMOVE CB CB GRADE TO DRAIN RETAIN CB CB CB CB CB CB CB DI CB CB18"30" RCP-IV 30" RCP-IV 36" RCP-V24" RCP-IV 15" RCP-IV 18"15" RCP-IV 36"36" RCP-IV15" RCP-IV 15" REMOVE 15" REMOVE REMOVE REMOVE REMOVE 15"REMOVE REMOVE 15" REMOVE 15" REMOVE REMOVEREMOVE 15"15" REMOVE 15" REMOVE 15"15"18" REMOVE REMOVE REMOVE 9’ +/- 15" RCP RETAIN 18"18" RCP-V 18"2GI CB CB REMOVE 15"REMOVE 15" GRADE TO DRAIN 18" REMOVE FLOWABLE FILL DDE=20 CY SEE DETAIL S EST. 21 SY GF EST. 16 TON CL I RIP RAP495 500505213 217 216 218 219 220 225 226 227 228 229 230 231 232 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’NA 2011NAD 83/ APPROXAPPROXAPPROX APPROXHTR1SFD1SFDHTRHTRHTRHTRHTRHTRHTR HTR1SFD1SBLKBUS1SBLKBUS 1SFMTLBUS MTL CANOPYGAS PUMPS1SFDGSG1SFD1SFD1SBKD1SBKDGS1SBKD1SBKDSSB404405406407408409410411412413 414415416417418419420421422423424425CONCGRGRBSTCONCCONCGRGRGRGRGRSOILGRBST B S T BST SOILG R72" CHL72" CHL72" CHL 72" CHLBST GR SSS 72" CHLSSSSSSS72" CHL 72" CHL 72" CHL SSSS72" CHLINV IN=61.31’ INV OUT=61.21’ TOP=75.86’ SSMH INV IN=62.66’ INV OUT=62.63’ TOP=74.91’ SSMH INV IN=62.66’ FOUND END NOT INV OUT=64.16’ TOP=74.21’ SSMH INV IN=64.19’ 8" PVC 8" PVC 8" PVC6" PVCTTTTTT TOWN OF WILLIAMSTON TOWN OF WILLIAMSTON EIP EIP EIP EIP EIP EIP EXIST R/W EXIST R/W 35’ 35’ ROGERS BARBARA B. SWAIN, LLC & JANICE G. WILLIAM R. NATHAN MIZELL CHARLES C. GURGANUS, ET UX ET VIR O. CARRANZA VILLEGAS, ET UX JEFFREY H. WHITLEY, BOBBY L. BELL MARTIN COUNTY NC DEPT OF TRANSPORTATION CLYDE PEAKS, ET UX GARLAND CRATT, ET UX LEEANNE C. DAVIS ROBERT C. WARREN, ET UX SR 1142 (PRISON CAMP RD) 40’ BST MIZELL NATHAN EXIST R/W EXIST R/W MARTIN COUNTY (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) ’V’ DITCH SPECIAL LATERAL (SEE DETAIL P) ’V’ DITCH SP. LATERAL SITE 16 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL MATCHLINE -L- STA. 493+00.00 SEE SHEET 41SEE SHEET 43MATCHLINE -L- STA. 506+00.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONSHYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO.1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_42_con.dgnUSER: MHarvey8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 42 SEE SHEET 62&63 FOR -L- PROFILEROW REVISION - 8/21/2019 - UPDATED PUE ON PARCEL NO. 216. BAMROW REVISION - 10/23/2019 - UPDATED DRAINAGE & REVISED ROW TO TCE ON PARCEL NO. 217. BAMPLAN REVISION - 2/12/2020 - ADDED DRIVEWAY TO PARCEL 227, -L- STA. 498+50 RIGHT, AND UPDATED DRAINAGE ACCORDINGLY. BAMSEE SHEET 2D-1 FOR DITCH DETAILS 11 1222333444555 6667778889991010 10111111121212131313141414151515161616171717181818191919202020212121222222232323242424252525262626272727282828292929303030313131323232333333343434353535363636373737383838393939404040414141424242434343444444454545464646474747484848494949505050515151525252535353545454555555565656575757585858595959606060616161626262636363646464656565666666676767676868686869696969696969696969 70707070707070 70707070 70 7071717171717171 71 7171 71 7172727272727272727272 72727272727272 7272 73737373 73 73737373737373737373 737373737373 73 73 73737373747474 7 4 74 747474747474747474747474747474 74 74 747474 7474747474747474 7474 7474 74 747474 747575 75757575 75 75 7575 75 75 7575 75757575757575757575 75 75 75 7575 7575 7 5 7575 75757 57575 75757575757575757575 75 75 7575 75 75757575757575 757575 757575 7575 7575 7575757575757575757575 7575 75757575757575 75 75 75 7676 76 767676 7676 7676 767676767676767676767676 76 76767676 767676 76 76 76 76 7676 7676 76 7676 76 76 767676 767676767676767676 76767676 7676767676767 6 7 6 76767676767676767676 76767676767676 76 76767676 7676767676 76 767676767676 7676 76 777777777777 77 777777 7777 7777777777 77777777 77 77 777777 7777777 7777777777777777777 7777 77 777777 7 7 7777 7777 7777 7777 77 7777 77777 7 777777 777 7 77 7777 77777777777777 7777 77 7 7 77 777777777777 77 77 77777 7777777 77 77 7777 777777777777787878 787878 7878 78 78 7878 78787878787878 78787878 79 79798080 SHEET 52 OF 57 PERMIT DRAWING TOP=73.78’ INV=73.37’JB 15" RCP15" RCPTOP=72.73’ 24" RCP TOP=73.07’ 24" RCP 36" RCPINV=71.42’ INV=71.28’ INV=69.33’INV=71.42’ 18" RCP 15" RCP INV=72.22’ TOP=73.84’ TOP=74.83’ 15 " RCP 18" RCP 15" RCPINV=73.08’ TOP=75.03’15" RCPINV IN=70.59’ INV OUT=70.55’ INV OUT=70.03’ INV IN=70.06’ INV OUT=69.44’ INV IN=69.46’ INV IN=69.49’ INV IN=70.07’ INV OUT=70.05’ INV=71.47’ INV OUT=72.55’ INV IN=72.57’INV OUT=70.15’ INV IN=71.91’ INV IN=70.25’DI DI DI DI DI DI FOUND END NOTTOP=75.23’ INV OUT=73.09’ DI 15" RCP 15" RCP 15" RCP 18" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP SPSP DI 15"CB REMOVE CB CB GRADE TO DRAIN RETAIN CB CB CB CB CB CB CB DI CB CB18"30" RCP-IV 30" RCP-IV 36" RCP-V24" RCP-IV 15" RCP-IV 18"15" RCP-IV 36"36" RCP-IV15" RCP-IV 15" REMOVE 15" REMOVE REMOVE REMOVE REMOVE 15"REMOVE REMOVE 15" REMOVE 15" REMOVE REMOVEREMOVE 15"15" REMOVE 15" REMOVE 15"15"18" REMOVE REMOVE REMOVE 9’ +/- 15" RCP RETAIN 18"18" RCP-V 18"2GI CB CB REMOVE 15"REMOVE 15" GRADE TO DRAIN 18" REMOVE FLOWABLE FILL DDE=20 CY SEE DETAIL S EST. 21 SY GF EST. 16 TON CL I RIP RAP495 500505213 217 216 218 219 220 225 226 227 228 229 230 231 232 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ APPROXAPPRO XMTL CANOPYGAS PUMPS1SFD1SFD1SBKD416417418419421GRGRGRGRGRBST BST 72" CHL 72" CHL INV IN=62.66’ INV OUT=62.63’ TOP=74.91’ SSMH INV IN=62.66’ INV OUT=64.16’ TOP=74.21’ INV IN=64.19’ 8" PVC 6" PVCTTOWN OF WILLIAMSTON TOWN OF WILLIAMSTON EIP EIP ET VIR O. CARRANZA VILLEGAS, ET UX JEFFREY H. WHITLEY, NC DEPT OF TRANSPORTATION GARLAND CRATT, ET UX LEEANNE C. DAVIS SR 1142 (PRISON CAMP RD) 40’ BST (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH SHEET 53 OF 57 PERMIT DRAWING TOP=73.78’ 15" RCP15" RCPTOP=72.73’ 24" RCP TOP=73.07’ 24" RCP 36" RCPINV=71.42’ INV=71.28’ INV=69.33’INV=71.42’ 18" RCP 15" RCP INV=72.22’ TOP=73.84’ TOP=74.83’ 18" RCP INV IN=70.59’ INV OUT=70.55’ INV OUT=70.03’ INV IN=70.06’ INV OUT=69.44’ INV IN=69.46’ INV IN=69.49’ INV IN=70.07’ INV OUT=70.05’ INV=71.47’ INV OUT=70.15’ INV IN=71.91’ INV IN=70.25’ DI DI DI DI 15" RCP 18" RCP 15" RCP 15" RCP 15" RCP SPSP DI REMOVE CB GRADE TO DRAIN RETAIN CB CB CB CB CB CB DI CB 30" RCP-IV 30" RCP-IV 36" RCP-V24" RCP-IV 15" RCP-IV 18"15" RCP-IV 36"36" RCP-IV15" RCP-IV REMOVE REMOVE REMOVE 15"REMOVE REMOVE 15" REMOVE 15"15" REMOVE 18" REMOVE REMOVE15"REMOVE 18" DDE=20 CY SEE DETAIL S EST. 21 SY GF EST. 16 TON CL I RIP RAP SITE 16 S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_42_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’30’30’ ETHERILLW HTRB BB 1SBKD 1SFD 1SFMTLBUS 1SBKBUS B 1SFD 1SFD1SBKD CANOPYMTL BB BSB B B 1SFD1SFD 1SBKD1SBKD B 1SFD B B S BSBSS S B 426 427 428429 430431 432 433 434435 436 437 438 439 440 441442 443 444 445 446 447 448449 450 GRGRG R GRCONCBSTC ONC BSTGR GRGRGRGRGRCONCCONCGRGRCULT72" CHL72" CHL 72" CHL 72" CHL48" WIRE48" WIRE36" WD RAIL 72" CHL 48" WD RAIL48" WIRE TOP=70.04’ SSMH INV IN=56.49’ INV IN=56.49’ INV OUT=56.46’8" PVCTOP=69.29’ INV IN=57.05’ INV OUT=57.01’ SSMH TOP=70.55’ INV IN=57.50’ INV OUT=57.46’ SSMH TOP=73.84’ SSMH INV IN=59.44’ INV IN=59.06’ INV OUT=59.04’ TOP=75.15’ SSMH TOP=75.36’ SSMH FULL OF WATER FULL OF WATER INV IN=59.46’ INV OUT=59.42’ TOP=74.76’ SSMH 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC4" PVC4" PVCTT TTT TTT T T T TC T T T HH HH TOWN OF WILLIAMSTON SR 1142 (PRISON CAMP RD) 36’ BST SR 1183 (PINEVIEW RD) 19’ BSTEXIST R\WEXIST R\WANNIE R. DAVENPORT EIR EIR EIP EIP EIPEIPEIP EIR EIR EIREIR AXLE TOWN OF WILLIAMSTON EIP EIP HEIRS OF DOROTHY RHODES EIP EIPEIP EIPEXIST R\WEXIST R\WPUE (R-3826) 120’ EXIST R/W EXIST R/W 30’30’DAVID BOWEN, ET UX ET UX JAMES B. BOWEN, HAZEL M. WHITLEY LETHA V. LEGGETT JIMMIE R. COUNCIL, ET UX PATTI H. TAYLOR BOARD OF EDUCATION MARTIN COUNTY NANCY D. COTTON DEBORAH L. BROWN RHODES DOROTHY HEIRS OF MAMIE C. KEEL JOSEPH D. & BOBBY BOWEN RENTALS, LLC RODERICK J. BASS COMMUNITY COLLEGE MARTIN COUNTY DURHAM JONATHAN MARTIN COUNTY SR 1182 (EAST COLLEGE RD) 22’BST L. BELL BOBBY EXIST R/W EXIST R/WEXIST R/W 1SBKD DANIEL M. BOWEN GARY MICHAEL CASPER 1.5" FROM 3" VALVE TO METER. 3" WATER SERVICE REDUCED TO (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) LATERAL ’V’ DITCH SPECIAL(SEE DETAIL P) ’V’ DITCH SPECIAL LATERAL SITE 17MATCHLINE -L- STA. 506+00.00 SEE SHEET 42SEE SHEET 70 FOR -Y27- PROFILE SEE SHEET 71 FOR -Y28- PROFILE SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_43.dgnUSER: MHarveyR-4705 8/17/99REVISIONS 43 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 63 FOR -L- PROFILE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 2D-1 FOR DITCH DETAILS SHEET 54 OF 57 PERMIT DRAWING INV=68.28’ TOP=70.58’ TOP=69.98’ TOP=69.20’ TOP=69.46’18" RCP18" RCP 18" RCP INV=67.40’ 18" RCP 18" RCP INV=67.90’ INV=65.70’ INV=64.40’ 4 8 " CMP CONC LID-NO INVERTS 15" RCPTOP=72.55’INV=71.33’15" HDPE15" HDPE15" H D PEINV=70.50’TOP=72.09’TOP=73.55’INV OUT=70.85’INV IN=70.86’DIINV IN=70.60’INV OUT=70.58’DI10" CONC 18 " RC P INV OUT=65.69’ INV IN=65.73’INV OUT=67.59’ INV IN=67.64’INV OUT=67.86’ INV IN=67.93’ DI DI DI DI 15" RCP24" RCPINV IN=68.47’INV OUT=68.46’DIFOUND END NOT FOUND END NOT 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" 15" DOG BRANCH L=20FTCBCB REMOVE CB CB CB 18"15"15"18"15"REMOVE 18"18" RCP-V 15" RCP-IV CB CB CB JB w/MH 18" REMOVE CB CB CB CB DI CB 15"15"CB CB 15" 15" REMOVE RETAIN RETAIN 30" 24" RCP-V18"24" 24" CB 18"24" RCP-IV15" RCP-IV 30" RCP-V30"18 " RCP -IV 18" RCP-IV 18" RCP-V REMOVE 18" REMOVE 18"18" REMOVE 18" REMOVE 15" REMOVE REMOVEREMOVE 15" REMOVE REMOVE REMOVE REMOVE RETAIN EST. 7 SY GF EST. 2 TON CL B RIP RAP EST. 10 SY GF EST. 3 TON CL B RIP RAP EST. 10 SY GF EST. 3 TON CL B RIP RAP EST. 7 SY GF EST. 2 TON CL B RIP RAP EST. 7 SY GF EST. 2 TON CL B RIP RAP 7 2 " x 4 4 " CAPAFLOWABLE FILL DDE=20 CY SEE DETAIL S EST. 24 SY GF EST. 18 TON CL I RIP RAP -Y27--Y28-16’ 36’36’ 16’16’ 36’16’16’ 16’16’16’16’ 16’ 16’ 220 221 222 223 224 232 233 234 240 237 238 235 236 239 242 241 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ HTRB BB 1SBKD 1SFD 1SFMTLBUS 1SBKBUS B 1SFD 1SFD1SBKD CANOPYMTL BB BSB B B 1SFD1SFD 1SBKD1SBKD B 1SFD B B S BSBSS S B 426 427 428429 430431 432 433 434435 436 437 438 439 440 441442 443 444 445 446 447 448449 450 GRGRG R GRCONCBSTC ONC BSTGR GRGRGRGRGRCONCCONCGRGRCULT72" CHL72" CHL 72" CHL 72" CHL48" WIRE48" WIRE36" WD RAIL 72" CHL 48" WD RAIL48" WIRE TOP=70.04’ SSMH INV IN=56.49’ INV IN=56.49’ INV OUT=56.46’8" PVCTOP=69.29’ INV IN=57.05’ INV OUT=57.01’ SSMH TOP=70.55’ INV IN=57.50’ INV OUT=57.46’ SSMH TOP=73.84’ SSMH INV IN=59.44’ INV IN=59.06’ INV OUT=59.04’ TOP=75.15’ SSMH TOP=75.36’ SSMH FULL OF WATER FULL OF WATER INV IN=59.46’ INV OUT=59.42’ TOP=74.76’ SSMH 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC4" PVC4" PVCTT TTT TTT T T T TC T T T HH HH TOWN OF WILLIAMSTON SR 1142 (PRISON CAMP RD) 36’ BST SR 1183 (PINEVIEW RD) 19’ BSTEXIST R\WEXIST R\WANNIE R. DAVENPORT EIR EIR EIP EIP EIPEIPEIP EIR EIR EIREIR AXLE TOWN OF WILLIAMSTON EIP EIP HEIRS OF DOROTHY RHODES EIP EIPEIP EIPEXIST R\WEXIST R\WPUE (R-3826) 120’ EXIST R/W EXIST R/W 30’30’DAVID BOWEN, ET UX ET UX JAMES B. BOWEN, HAZEL M. WHITLEY LETHA V. LEGGETT JIMMIE R. COUNCIL, ET UX PATTI H. TAYLOR BOARD OF EDUCATION MARTIN COUNTY NANCY D. COTTON DEBORAH L. BROWN RHODES DOROTHY HEIRS OF MAMIE C. KEEL JOSEPH D. & BOBBY BOWEN RENTALS, LLC RODERICK J. BASS COMMUNITY COLLEGE MARTIN COUNTY DURHAM JONATHAN MARTIN COUNTY SR 1182 (EAST COLLEGE RD) 22’BST L. BELL BOBBY EXIST R/W EXIST R/WEXIST R/W 1SBKD DANIEL M. BOWEN GARY MICHAEL CASPER 1.5" FROM 3" VALVE TO METER. 3" WATER SERVICE REDUCED TO (SEE DETAIL P) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) LATERAL ’V’ DITCH SPECIAL(SEE DETAIL P) ’V’ DITCH SPECIAL LATERAL SITE 17MATCHLINE -L- STA. 506+00.00 SEE SHEET 42SEE SHEET 70 FOR -Y27- PROFILE SEE SHEET 71 FOR -Y28- PROFILE SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 1/20/2022R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_43_con.dgnUSER: MHarveyR-4705 8/17/99REVISIONS 43 Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd. CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEERING ETHERILL SEE SHEET 63 FOR -L- PROFILE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 2D-1 FOR DITCH DETAILS 001 1 11 2 2 22 3 3 33 444 4 5555666677778888999910101010111111111212121213131313141414141515151516161616171717171818181819191919202020202121212122222222232323232424242425252525262626262727272728282828292929293030303031313131323232323333333334343434353535353636363637373737383 8 38383939 39394040 40404141 41414242 42424343 43434444 44444545 45454646 46464747 47474848 48484949 49495050 50505151 51515252 52525353 53535454 54545555 55555656 56565757 57575858 585959 596060 606161 616262 626363 636 3646464646565656565666666 6666666666666666 66 666767 676767676767676767 6767 67686868 68686868 686868686868 68 68696969 69 69696969 69 69 6969696969 6969696969696969707070 7070 70707070 7 0 707070 7070 7 0 7070707 0707070707070 707070 70 707070 70707070 7070 70 7 07070 7070707070 7071 717171 71717171 7171717171 71 7171 71 71 717171 717171 7171717171 71 7172 72727272727272727272727272 72 72 7272 72 7272727272 7272 7272 72727272 72 72727273 73 7373 73 73 73 73737373 73737373 73 73 73 7 3737373 73 7373737373737373737373 73 7373 73 7373 7373 7373 7373 7374747474747474 74 7474747474747474 747474747474747474 7474 7474747474747474 74747474 74747474 74 7474747474 7474 747474747474 7474 74 7474747474 74 747474757575 757575757575 757575 75 7575757575 75 7575757575 75 75 75757575 7575 757575 7 5 75757575757575757575757575 75 75 757575 75 7 575 7575 75757 5 757575 7575757575 757 5 75757 575 75 7575 7575 7575 75757575 75757575757575 7676 7676 767676 767 676767676 767676 7676 76767676 767676 76 76767676 767676 76 767676 767676767676767 676 7676 76 76 767676 767676 76 767676 76 76 767676 7676 76 76 7777 777777 77 7777777777SHEET 55 OF 57 PERMIT DRAWING INV=68.28’ TOP=70.58’ TOP=69.98’ TOP=69.20’ TOP=69.46’18" RCP18" RCP 18" RCP INV=67.40’ 18" RCP 18" RCP INV=67.90’ INV=65.70’ INV=64.40’ 4 8 " CMP CONC LID-NO INVERTS 15" RCPTOP=72.55’INV=71.33’15" HDPE15" HDPE15" H D PEINV=70.50’TOP=72.09’TOP=73.55’INV OUT=70.85’INV IN=70.86’DIINV IN=70.60’INV OUT=70.58’DI10" CONC 18 " RC P INV OUT=65.69’ INV IN=65.73’INV OUT=67.59’ INV IN=67.64’INV OUT=67.86’ INV IN=67.93’ DI DI DI DI 15" RCP24" RCPINV IN=68.47’INV OUT=68.46’DIFOUND END NOT FOUND END NOT 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" 15" DOG BRANCH L=20FTCBCB REMOVE CB CB CB 18"15"15"18"15"REMOVE 18"18" RCP-V 15" RCP-IV CB CB CB JB w/MH 18" REMOVE CB CB CB CB DI CB 15"15"CB CB 15" 15" REMOVE RETAIN RETAIN 30" 24" RCP-V18"24" 24" CB 18"24" RCP-IV15" RCP-IV 30" RCP-V30"18 " RCP -IV 18" RCP-IV 18" RCP-V REMOVE 18" REMOVE 18"18" REMOVE 18" REMOVE 15" REMOVE REMOVEREMOVE 15" REMOVE REMOVE REMOVE REMOVE RETAIN EST. 7 SY GF EST. 2 TON CL B RIP RAP EST. 10 SY GF EST. 3 TON CL B RIP RAP EST. 10 SY GF EST. 3 TON CL B RIP RAP EST. 7 SY GF EST. 2 TON CL B RIP RAP EST. 7 SY GF EST. 2 TON CL B RIP RAP 7 2 " x 4 4 " CAPAFLOWABLE FILL DDE=20 CY SEE DETAIL S EST. 24 SY GF EST. 18 TON CL I RIP RAP -Y27--Y28-16’ 36’36’ 16’16’ 36’16’16’ 16’16’16’16’ 16’ 16’ 220 221 222 223 224 232 233 234 240 237 238 235 236 239 242 241 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN GRAPHIC SCALE 0’100’100’ NA 2011NAD 83/ 1SFD 1SFD1SBKD BBS 435 437 438 441442 443 444 445 CONCBSTGRGRGR36" WD RAIL 72" CHL TOP=70.04’ SSMH INV IN=56.49’ INV IN=56.49’ INV OUT=56.46’8" PVCTOP=69.29’ INV IN=57.05’ INV OUT=57.01’ SSMH TOP=70.55’ INV IN=57.50’ INV OUT=57.46’ SSMH 8" PVC 8" PVC T THH EIRAXLE TOWN OF WILLIAMSTON LETHA V. LEGGETT BOARD OF EDUCATIONMARTIN COUNTY RHODES DOROTHY HEIRS OF MAMIE C. KEEL JOSEPH D. & RODERICK J. BASS EXIST R/WEXIST R/W GARY MICHAEL CASPER Liner=Grass ShearStress=0.44 psf n=0.04 s=1.0% d=0.70 ft V=2.15 fps Q=6.7 cfs c=0.42 i=3.6 in/hr Tc=35 min A=4.46 Ac. Sta.=-L- 513+44 to Rt (SEE DETAIL Q) SPECIAL LATERAL ’V’ DITCH (SEE DETAIL P) LATERAL ’V’ DITCH SPECIAL SHEET 56 OF 57 PERMIT DRAWING TOP=69.98’ TOP=69.20’ 18" RCP INV=67.40’ 18" RCP 18" RCP INV=67.90’ INV=65.70’ INV=64.40’ 4 8 " CMPCONC LID-NO INVERTS 10" CONC 1 8 " R C P INV OUT=65.69’ INV IN=65.73’INV OUT=67.59’ INV IN=67.64’ DI 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP DOG BRANCH L=20FT REMOVE JB w/MH 18" REMOVE CB CB CB CB DI CB 15"15"CB CB 15" REMOVE 30"24" 24" CB 18"24" RCP-IV15" RCP-IV 30" RCP-V30"REMOVE 18" REMOVE REMOVEREMOVE 15" REMOVE EST. 7 SY GF EST. 2 TON CL B RIP RAP 7 2 " x 4 4 " CAPADDE=20 CY SEE DETAIL S EST. 24 SY GF EST. 18 TON CL I RIP RAP SITE 17 36’16’16’ 16’16’16’ 16’ 221 240 237 238 239 241 TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN R:\Hydraulics\PERMITS_Environmental\Drawings\wet psh\R4705_hyd_psh_43_enl.dgnMHarvey1/20/2022SHEET NO.PROJECT REFERENCE NO. ENGINEERING CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 License No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Road GRAPHIC SCALE 0’30’30’ ETHERILLW Hand Existing Existing Channel Channel Permanent Excavation Mechanized Clearing Permanent Temp. Channel Channel Relocation Stabilization Site Station Structure Fill In in Clearing in SW SW Impacts Impacts for for No. (From/To) Size / Type Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Streams Streams (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) (ft) 1 -Y1- 21+93 SA 42" RCP < 0.01 < 0.01 33 10 14 2 -L- 21+60 SB 48" RCP < 0.01 < 0.01 49 27 14 3 -L- 53+70 SC 2@ 7' x 5' RCBC 0.02 < 0.01 10 10 46 3A -L- 51+84 to 55+00 LT WC 0.06 0.13 3B -L- 52+30 to 55+57 RT WE 0.06 0.15 4 -L- 72+94 to 80+91 RT WF 0.21 0.26 5 -L- 74+83 to 77+78 LT WH 0.08 0.06 6 -L- 78+23 to 80+68 LT WG 0.04 0.06 7 -L- 115+05 SE, WI 2 @ 24" RCP 0.03 < 0.01 < 0.01 16 10 12 7A -L- 124+71 SG 36" RCP < 0.01 < 0.01 44 26 14 8 -L- 148+60 SI 42" RCP 0.01 < 0.01 97 20 14 9 -L- 213+00 WK 30" RCP outlet < 0.01 < 0.01 10 -L- 292+63 to 296+96 WM < 0.01 0.06 11 -L- 325+00 SK 2 @ 36" RCP < 0.01 < 0.01 5 7 16 12 -L- 359+75 READY BRANCH 66" RCP < 0.01 < 0.01 44 20 20 13 -L- 379+42 SL 2 @ 36" RCP < 0.01 < 0.01 4 10 16 14 -L- 390+60 SN Ditch 0.03 < 0.01 313 17 15 -L- 393+55 SM 66" RCP < 0.01 < 0.01 55 30 20 16 -L- 498+70 SP 36" ALT < 0.01 < 0.01 14 12 17 -L- 513+50 DOG BRANCH 48" CMP outlet < 0.01 < 0.01 4 7 14 TOTALS*:0.48 < 0.01 0.72 0.11 0.03 674 208 0 212 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24 SHEET 53 53 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS MARTIN CO. R-4705 38932.1.FD1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1/21/2022 OF Site 14's JS linestyle ends at ditch, however, it was discussed at 4B that the feature continues in the ditchline to empty into stream SM (Site 15).