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Home My WebLink About20180755 Ver 2_Additional Riprap Stabilization Permit Drawings 07.12.2021_20210712F2 E3 E4 E5 E6 E7 F6F5F4F3 F1 D5D4D3D2 D1 A1 A2 A3 A4 B3 B4 B5 B1 A5 A6 E1 E2 B2 W/BASEMENT 1SFD CONC36" WDWD 36"BST1SFD 3 6 " WD RAI L S 3 6" WD R AI L BKBK S S 84" CHLLP S S GATECONC PAN ELEC GR1SBKD 1SBKD CONC-EL- SR 1338 (WYNNE FORK RD) - 23’ BST -EL- SR 1338 (WYNNE FORK RD) - 23’ BST S 6305’36" E 149.30’N 0 1 5 8’19 " E 10 1. 2 6’ HARVEY ELLIS BUNCH DB 71 PG 541 DB 165 PG 816 HARVEY ELLIS BUNCH DB 64 PG 602 S 6325’20" E 139.63’ EIP 3.28’ S 6300’50" E 274.77’N 0 7 1 7 ’ 1 0 " E5 4. 7 9 ’N 3747’08" E33.26’MARY BETH P. LAYTON AND WIFE MURIEL Q. LAYTON DB 81 PG 238 N 6336’09" W 183.50’ N 1959’01" W54.36’N 2725’09" E45.57’N 1222’04" E37.45’ N 2018’19" E 26.12’ EIP 1.86’N 1324’48" E152.99’ S 6307’09" E 100.52’S 2304’09" E 81.25’ EIP N 0 8 3 4 ’ 5 1" E1 0 1. 7 5’ 1.00’ JAMES R. WHITE, JR. DB 107 PG 494 DB 385 PG 467 AND TAMMY MAE GRIGGS MARCUS LYNN STATEN EIP WD 48" WOODS WOODS WOODS S 8954’38" W 208.60’ EIP HERBERT T. MULLEN, III AND HUSBAND, JAIME S. MULLEN DB 405 PG 694 & SUPPLY COMPANY HERTFORD LIVESTOCK DB 29 PG 90 0.51’S 3 1 14’2 3" E2 5 7. 8 9’S 3619’23" E108.40’ S 5426’23" E 97.70’ S 7217’23" E 81.00’ N 8459’37" E 111.40’ S 1216’23" E 149.26’ DB 331 PG 204 MALEE P. VLASATY PAULETTE D. WHITE AND WIFE, JAMES R. WHITE, JR. DB 118 PG 57 S 2343’41" WN 0 1 5 5’19" W2 4 0.4 0’N 2146’41" E77.90’S 0 0 19’4 1" W9 6.4 5’S 3 3 2 7’ 1 9" E9 6.70’ S 0 2 0 9’19" E 8 4.3 5’GAS T ON DR - 2 1.3’ BS T WHE DB E E DR - 2 1’ B S T 12" CLAY 12" C L AY12" CLAY 12" CLAY6" PVCUNK END SHARON R. LANE AND WIFE, ROBERT K. LANE S 6040’14" E EIP EIP EIP EIP EIP 12" C L AY(GPS MON) B56061BL3(GPS MON) B5606230.40’ E XIS TI NG R/WE XIS TI NG R/WEXISTING R/W EXISTING R/W60.00’STEPS E XIS TI N G R/WE XIS TI NG R/W30.00’ S S WD 36" W/LT POLE GUY POLE SERVICE WOODS 60" CHL11 W/LT EXISTING R/W EXISTING R/W60.00’WOODS T T T T WATERLINE CONNECTED TO BRIDGE FORCEMAIN CONNECTED TO BRIDGE UNK END4" CLAY WET WELL MH 4" PVCUNK END STATION SEWER PUMP FOR PUMP STATION OR DEED FOUND NO EASEMENT N 0946’58" E 20.22’ WOODS JOHN DAVID COX DB 48 PG 515 DB 128 PG 840 PATHSOIL MH WELL WET US 17 (BUS) TO US 17 (BYP) TO HARVEY ELLIS BUNCH HARVEY ELLIS BUNCH EIP MARY BETH P. LAYTON AND WIFE MURIEL Q. LAYTON EIP EIP JAMES R. WHITE, JR. AND TAMMY MAE GRIGGS MARCUS LYNN STATEN EIP EIP HERBERT T. MULLEN, III AND HUSBAND, JAIME S. MULLEN & SUPPLY COMPANY HERTFORD LIVESTOCK MALEE P. VLASATY PAULETTE D. WHITE AND WIFE, JAMES R. WHITE, JR. SHARON R. LANE AND WIFE, ROBERT K. LANE EIP EIP EIP EIP EIP DI DIDI DI WATERLINE CONNECTED TO BRIDGE JOHN DAVID COX 18" RCP BRIDGE 11 CONC WW CONC WW CONC -L- STA. 14+00.00 BEGIN CONSTRUCTION -L- STA. 20+75.00 END CONSTRUCTION (INC.) 24’ (INC.) 24’11.5’11.5’11.5’11.5’8:1 P.S. 8:1 P.S. 10’ R 10’ R 11’ DR. (INC.) 24’+75+20+24TO BE REMOVED EXISTING DRIVEWAY 8:1 P.S. 8:1 P.S..025.015.005.005.025SHEET 3 OF 6 PERMIT DRAWING REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 04B-5606 5/23/2018R:\Hydraulics\PERMITS_Environmental\Drawings\Perquimans 11_HYD_PRM_PSH04_WET.dgnjhopson8/17/99NOTE: FOR -L- PROFILE SEE SHEET 5 PC Sta. 17+92.54 .025.025NA 2011NAD 83/OF 12" CYPRESS RR SPIKE IN BASE ELEV.= 2.04’ O/S 103.22’ RT -BL- STA 13+27.89 E: 2,746,110 N: 891,268 BM#1 MTR DATUR 200 PR 200 PR 100 PR 100 PR DI DIDI DI101520F FF F F F C CC CC C F F F F STA. 15+74.50-STA. 16+14 PROP. 39.5 LF SBG STA. 15+60.50-STA. 15+96 PROP. 35.5 LF SBG 1 2 3 4 5 40.00’ RT 30.00’ RT +75.00 -L- 40.00’ LT 30.00’ LT +75.00 -L- 40.00’ LT +92.54 -L- 40.00’ RT +92.54 -L- 40.00’ RT +79.02 -L- 40.00’ LT +79.02 -L- 40.00’ RT 30.00’ RT +00.00 -L- L (ON EIP) 30.00’ LT +35.08 -L- (ON P ) 40.00’ LT +32.64 -L-80.00’80.00’TYPE III TYPE III TYPE III -L- STA. 16+05.14 BEGIN APPROACH SLAB GREU TL-3 GREU TL-3GREU TL-3 GREU TL-3 TYPE III 029984 SEAL E NGINEERPROFESSIONA L ORTH CARO LI NA N DA VI D P. BOCKERE GI E ES L O I SEAL NN ERPROFSIONANORTHCARLNA 15759 EDWORB .C NEHPETSSITE 1 STREAM AND WETLAND IMPACTS TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS WATER SURFACE TEMPORARY 0.02 AC SITE 2 FFFFF F F WETLANDS PERM. FILL IN SITE 3 WETLANDS PERM. FILL IN SITE 3 WETLANDS PERM. FILL IN SITE 2 WETLANDS PERM. FILL IN SITE 2 0.02 AC 0.01 AC WETLANDS IN FILL PERMANENT WETLAND DENOTES FILL INFF WETLANDS EXCAVATION IN SITE 3 TOTAL 0.02 AC0.03 AC SITE 3 0.05 AC 0.04 AC 0.10 AC SURFACE WATER TEMP. IMPACT IN SITE 1 SURFACE WATER TEMP. IMPACT IN SITE 1 CLEARING HAND HC HC CLEARING DENOTES HAND F FF F E E IN WETLAND DENOTES EXCAVATION WETLANDS IN EXCAVATION <0.01 AC N/A N/A <0.01 AC N/A N/A N/A ELEC. POLE APPROX. PROP. ELEC. POLE APPROX. PROP. CENTURY LINK APPROX. PROP. SEWER APPROX. PROP. WATER APPROX. PROP. E & EXCAVATION HAND CLEARING SITE 2 & EXCAVATION HAND CLEARING SITE 2 E & EXCAVATION HAND CLEARING SITE 3 & EXCAVATION HAND CLEARING SITE 3 & EXCAVATION HAND CLEARING SITE 3 E <0.01 AC 12" RCP 18" CMP 12" RCP 15" CMP15" HDPE UNK END 12" RCP 18" HDPE RET WALL RACCOON CREEK R ACC O O N CREE K 15" RCP-IV TB 2GI 0403 Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 19+25 TO STA. 20+25 RT FROM -L- STA. 19+25 TO STA. 20+00 LT DETAIL A Min. D= 1 Ft. Ground Natural Slope Ditch Front SEE DETAIL A SPECIAL CUT DITCH SEE DETAIL A SPECIAL CUT DITCH GEOTEXTILE, EST. 5 SY CL B RIP RAP, EST. 1 TON RETAIN RETAIN REMOVE 0405Max. (See Cross-sections) GEOTEXTILE, EST. 5 SY CL B RIP RAP, EST. 1 TON TB 2GI 0402 0401 15" 0404 15" 15" 0406 0405 TB 2GI 15" TB 2GI TB 2GI