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Home My WebLink About20211838 Ver 1_R-4705_Permit Drawings_Buffer_02222019_20211220Main 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. Syca more 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 11921191 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.Swa mp G rassBearSwampSwampSwamp 1182 ChapelWilson Martin Co. Airport 1409 1138 77 15’35 45’77 10’1113 1142 Washington 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 6413 6413 6413 64 13 17 BUS 17 BUS A64 17BUS 17BUS S 17BUS S 17 17 17 17 A64 A 64 A 64 A64 A 64 A 64 64 13 125 125 S 125 125 125 125 125 903 903 903 903 903 903903 903 903 903 BUFFER IMPACTS PERMIT SHEET 1 OF 7 BUFFER DRAWING 04.04.03.025 05 040302010001.02.025 04 03 0201 00 01 02 GREU TL-3 GREU TL-3 GREU TL-3 GREU TL-3 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 ___. 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 PRISON CAMP RD.)-L- (NC 125 / SR 1142 PR ISO N C AM P R D .)-L - (N C 125 / SR 1142 PR IS O 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 -L- POT STA. 519+27.86 END CONSTRUCTION DIVISION 1 DIVISION OF HIGHWAYS Edenton, NC 27832 113 Airport Drive, Suite 100A-AMATCH LINE TO US 13-17 P:\2017\17175.01_R-4705-Final\Hydraulics\PERMITS_Environmental\Drawings\buf psh\R4705_hyd_psh_01_TSH.dgnFBrooks2/22/2019BUFFER SITE 2 BUFFER SITE 3 BUFFER SITE 1 TYPE-III TYPE-III TYPE-III TYPE-III SHEET 2 OF 7 BUFFER DRAWING 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 Slope Fill 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 Natural Slope Ditch Front3: 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 Slope Ditch Front 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 Slope Fill FROM STA. 78+50 TO STA. 83+50 -L- LT FROM STA. 73+18 TO STA. 83+00 -L- RT Fill Slope3:1 or Flatter DETAIL F Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile Type of Liner= Class B Rip-Rap d=1.5 Ft. 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. 113+88 -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 Slope Fill 3: 1 D B ( Not to Scale) Flatter3:1 or SPECIAL LATERAL BASE DITCH FROM STA. 486+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 Slope Fill 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 Slope Fill 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 Slope Fill ( Not to Scale) SPECIAL LATERAL ’V’ DITCH D Min. D=1.5 Ft. DETAIL O Ground Natural GroundNatural Slope Fill Ditch Invert Existing3: 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 Slope Fill ( 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 Slope Fill 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 Slope Fill 3:1D B ( Not to Scale) SPECIAL CUT BASE DITCH Flatter4:1 or FROM STA. 13+38 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. 113+88 TO STA. 115+00 -L- LT FROM STA. 64+15 TO STA. 71+00 -L- LT FROM STA. 62+50 TO STA. 63+85 -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 Slope Ditch Front 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+50 TO STA. 352+69 -L- RT FROM STA. 338+00 TO STA. 353+23 -L- LT FROM STA. 324+95 TO STA. 338+50 -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. 276+00 TO STA. 317+00 -L- RT FROM STA. 276+00 TO STA. 303+80 -L- LT FROM STA. 267+15 TO STA. 274+40 -L- LT FROM STA. 253+50 TO STA. 263+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. 200+20 -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. 138+96 TO STA. 145+50 -L- RT FROM STA. 115+05 TO STA. 124+35 -L- LT 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 Slope Ditch Front 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+00 -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. 376+50 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 Slope Ditch Front 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 Geotextile FROM STA. 469+67 TO STA. 470+25 -L- RT. ( 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. 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 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 Slope Ditch Front DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.2/22/2019P:\2017\17175.01_R-4705-Final\Hydraulics\PERMITS_Environmental\Drawings\buf psh\R-4705_hyd_permit_details.dgnUSER: FBrooks INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 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. 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 OO D S T T EXIST R\W EXIST R\W SR 1142 (PRISON CAMP RD) 23’ BST EIP E IP E IP E IP E IP E IP EIP 30’ 30’ R/W TO EIP 0.52’ FROM EIP TO R/W 0.20’ FROM WORLEY & TYLER WARREN WORLEY & TYLER WARREN JAMES JACKSON JR. WORLEY MOORE WARREN RICHARD D. ORE JAMES SPRUILL CORNELIUS LITTLE SR 1142 (PRISON CAMP RD) 23’ BST EXIST R\W EXIST R\W WORLEY MOORE WARREN BUFFER SITE 1 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 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2/22/2019P:\2017\17175.01_R-4705-Final\Hydraulics\PERMITS_Environmental\Drawings\buf psh\R4705_hyd_psh_05.dgnUSER: FBrooks8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 5 MATCHLINE -L- STA. 12+00.00 SEE SHEET 4SEE SHEET 44 FOR -L- PROFILE ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 3 OF 7 BUFFER 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 LATERAL48" RCP-IVHW (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 SEE DETAIL D BASE DITCH SPECIAL LATERAL SEE DETAIL A DITCHSPECIAL CUT SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP INV=28.29’ INV=28.55’ 36" CMP 15" RCP 15" RCP 48" RCP-IVHW (BURIED 20%)REMOVE REMOVE REMOVE SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP PI Sta 21+43.38 L = 335.71’ T = 169.17’ R = 1,100.00’ D1520 25C 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 C C 5 6 7 8 9 10 6 5 C C C C C C GRAPHIC SCALE 0’100’100’ 2x 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 WOODS SR 1142 (PRISON CAMP RD) 23’ BSTAPPROXAPPROXAPPROXAPPROXBUFFER SITE 2 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. 2/22/2019P:\2017\17175.01_R-4705-Final\Hydraulics\PERMITS_Environmental\Drawings\buf psh\R4705_hyd_psh_08.dgnUSER: FBrooks8/17/99 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- PROFILEAPPROXAPPROX ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 4 OF 7 BUFFER DRAWING 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 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 W/ 6" BEVELED HW (NO SILLS) 2 @ 7’ X 5’ RCBC BURIED 1’30" RCP-IV15" SEE DETAIL A SPECIAL CUT DITCH INV=26.53’ INV=26.20’INV=26.49’ INV=26.64’ 72"X44" CMP72"X44" CMP REMOVE -L-5560GREU TL-3 GREU TL-3 GREU TL-3 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 F F C F C C C C C C C F F F F FF 5 12 13 14 F F C F C F FF GRAPHIC SCALE 0’100’100’ 2x 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 DDG RENTAL PROPERTIES LLC DONNA R. HARDISON RICKY EARL STANCILL SR 1142 (PRISON CAMP RD) 23’ BST UNKNOWN OWNER EXIST R\W EXIST R\W EXIST R\W EXIST R\W JERRY W. CORNWELL WOODS 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 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.2/22/2019P:\2017\17175.01_R-4705-Final\Hydraulics\PERMITS_Environmental\Drawings\buf psh\R4705_hyd_psh_29.dgnUSER: FBrooks8/17/99 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED R-4705 29 SEE SHEET 56 FOR -L- PROFILE BUFFER SITE 3 MATCHLINE -L- STA. 324+00.00 SEE SHEET 28 ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 SHEET 5 OF 7 BUFFER DRAWING INV=72.23’ INV=72.37’ 18" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP HW 2@36" RCP-IV(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" SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP INV=72.23’ INV=72.37’ 18" RCP 2@36" RCP-IV(BURIED 20%)REMOVE SEE DETAIL S EST. 16 SY GF EST. 9 TON CL I RIP RAP -L-325330335C 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 C C C C 118 126 127 128 129 130 131 C C C GRAPHIC SCALE 0’100’100’ 2x NA 2011NAD 83/ ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) 1 48" RCP -L- 20+70 to 22+23 X 5058 3695 8753 2 2 @ 7'X5' RCBC -L- 53+11 to 54+33 X 3457 2261 5718 3 18" and 2@36"-L- 324+27 to 325+52 X 1505 1209 2714 TOTAL:10020 7165 17185 0 0 0 IMPACT BUFFER IMPACTS SUMMARY TYPE SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) ALLOWABLE MITIGABLE BUFFER REPLACEMENT SHEET 6 OF 7 PROJECT: R-4705 (38932.1.FD1) 2/22/2019 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS MARTIN COUNTY Rev. May 2006 ZONE 1 (ft2) ZONE 2 (ft2) 2 -L- 53+11 to 54+33 3457 2261 TOTAL:3457 2261 WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 7 OF 7 PROJECT: R-4705 (38932.1.FD1) 2/22/2019 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS MARTIN COUNTY WETLANDS IN BUFFERS SITE NO. STATION (FROM/TO) Rev. Jan 2009