The URL can be used to link to this page

Home My WebLink About20171170 Ver 1_Impact Information_20170912TOTAL LENGTH OF TIP PROJECT B-5620 LENGTH OF STRUCTURE TIP PROJECT B-5620 LENGTH OF ROADWAY TIP PROJECT B-5620 = = = 0.181 MILES 0.026 MILES 0.155 MILES VICINITY MAP 25% SUBMITTAL33 190419 051906 19631 9 0 3 POT GUT CREEK CAMPBELL CREEKLIMITS PROJECT BEAUFORT COUNTY GRADING, DRAINAGE, PAVING, AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 D T V = = = = = = 240 480 55 % % MPH ADT ADT 2013 2033 % * DUAL 5% INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION FUNC CLASS = MAJOR COLLECTOR REGIONAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 45575.1.1 PE PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99B-5620DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 8/21/2017...\B-5620_hyd_prm_tsh.dgnHNTBCONTRACT:TIP PROJECT:B-5620ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NANC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. NOTES: 4 ON NC 33 7 * TTST =2% 10 60 APRIL 10, 2017 OCTOBER 4, 2017 PROJECT ENGINEER PROJECT DESIGN ENGINEER MONICA J. DUVAL NCDOT CONTACT DAVID W. BASS, PE REPLACE BRIDGE NO. 30 OVER CAMPBELL CREEK 2012 STANDARD SPECIFICATIONS CAMA WETLANDS 404 WETLANDS HON F. YEUNG, PE STREAM IMPACTS PERMIT DRAWINGS: WETLAND & EXISTING R/W EXISTING R/W WOODED WOODED WOODED WOODED WOODED WOODED EXISTING R/W EXISTING R/W CAMA WETLANDS COASTAL WETLANDS WETLAND BOUNDARY NOTES 404 WETLANDS CREEKCAMPBELLNAD 2011NAD 83/(CYPRESS SWAMP RD.)TO SR 1904 TO PAMLICO COUNTY LINE NC 33 -L- POT STA 12+20.00 BEGIN TIP PROJECT B-5620 -L- POT STA 21+75.00 BEGIN TIP PROJECT B-5620 -L- POC STA 16+87+/- BEGIN BRIDGE -L- POC 18+27+/- END BRIDGE -L- 0 10 20 30 40 40 30 20 10 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ELEV. = 3.70 -L- STA 18+22.02, 55.78' RT RR SPIKE IN BASE OF 10" GUM BM#1 -L- NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. NAD 83/ NA 2011 REVISIONS SHEET NO.PROJECT REFERENCE NO. 4B-5620 8/17/999/5/2017...\B5620_hyd_prm_psh4.dgnHNTB-10 -20 -10 -20 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 950 = 50 = 1.9 = 1200 = 100 = 2.3 = >1700(+) = >500(+) = 5.32 = 03/08/17 = -1.1 WETLAND & STREAM IMPACTS 2 AUSTIN BROTHERS, LLP DB 1331 PG 464 LEGEND WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED** * * *** ** * * 1 AUSTIN DAVID CARROLL DB 1252 PG 972 WETLANDS DENOTES CAMA SCALE: 1"=40' SCALE: 1"=40' SCALE: 1"=40' SCALE: 1"=40' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TOBTOB TOB T O B TOBTOBTOBTOBTOBTOB TOBTOB TOB W2 E E IN WETLAND DENOTES EXCAVATION W1 W3 W4 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER WETLANDS DENOTES 404 MATERIAL TO BE REMOVED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TEMPORARY IMPACTS IN SURFACE WATER = 0 LF EXCAVATION IN WETLANDS (CAMA) = 0.00 Ac / 0 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 35 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac / 0 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.00 Ac / 0 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = <0.01 Ac / 89 SF MECHANIZED CLEARING IN WETLANDS (404) = <0.01 Ac / 96 SF TEMPORARY IMPACTS IN SURFACE WATER = 0 LF EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 119 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 320 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.12 Ac / 5110 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.01 Ac / 486 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = 0.04 Ac / 1795 SF MECHANIZED CLEARING IN WETLANDS (404) = <0.01 Ac / 148 SF TEMPROARY IMPACTS IN SURFACE WATER = <0.01 Ac EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 10 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 410 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.09 Ac / 3959 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.06 Ac / 2532 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = 0.04 Ac / 1537 SF MECHANIZED CLEARING IN WETLANDS (404) = 0.02 Ac / 1024 SF PERMANENT IMPACTS IN SURFACE WATER = <0.01 Ac EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 13 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 34 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac / 0 SF PERMANENT FILL IN WETLAND IMPACTS (404) = <0.01 Ac / 15 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = <0.01 Ac / 143 SF MECHANIZED CLEARING IN WETLANDS (404) = 0.02 Ac / 669 SFSSSURFACE WATER DENOTES IMPACTS IN F F F F F F F F C C C C 1 2 EXISTING R/W EXISTING R/W 100.00'NC 33 ALFRED W. MAYO DB 1075 PG 510 DB 1252 PG 972 DB 1331 PG 464 DB 1820 PG 918 STATE OF NORTH CAROLINA DB 5 PG 359 STATE OF NORTH CAROLINA DB 5 PG 359 LINDA H. PRICE REVOCABLE TRUST JESSE H. PRICE REVOCABLE TRUST & AUSTIN DAVID CARROLL AUSTIN BROTHERS, LLP DB 1331 PG 464 AUSTIN BROTHERS, LLP WOODED WOODED WOODED WOODED WOODED WOODED WOODED EXISTING R/W EXISTING R/W 20' BST 20' BST DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/2001 STATE PLANE GRID COORDINATES OF NORTHING: 567515.4700(ft) EASTING: 2690237.7400(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "CAMPELL" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 CAMA WETLANDS COASTAL WETLANDS WETLAND BOUNDARY NOTES 404 WETLANDS CREEKCAMPBELLELEV. = 6.00 -L- STA 12+20.00 BEGIN GRADE ELEV. = 5.43 -L- STA 21+75.00 END GRADE PI = 16+00.00 EL = 6.00' (+)0.0000%(+)0.3000% VC = 150' K = 500 PI = 19+10.00 EL = 6.93' (-)0.7895% VC = 165' K = 151 PI = 21+00.00 EL = 5.43' (+)0.0000% VC = 150' K = 190 VC = 80 MPH+VC = 60 MPH VC = 71 MPH SURVEY 03-08-17 WS EL.= -1.1'-L- STA 16+85.74BEGIN BRIDGE-L- STA 18+28.26END BRIDGETCTCTCTCTCTC FCW FCW FCW FCW FCW FCW FCW FCW FCW FCWFCW FCW FCW FCW FCW FCW C REQUIRED RIP-RAP NOT V10 = 2.0 FPS TB2GI FG C WING WALLTB2GI FG FCW FCW C C WING WALL TCF C FCW TCFCW C CURTAIN TURBIDITY -L- POT STA 12+20.00 BEGIN TIP PROJECT B-5620 -L- POT STA 21+75.00 END TIP PROJECT B-5620 -L- 18" RCP-III -8-7-6-6-6-6-6-6-5-5-5-5 -5-5-5 -5 -5-5 -5-5-4-4 -4-4-4-4 -4-4-4-4-3-3-3-3 -3 -3-3-3-3 -3-3-3-3-3-3-3 -3-3 -3 -2-2 -2 - 2 -2-2-2 -2-2-2-2-2 -2-2-2 -2-2-2-2-2 -2 -2 -1 -1 -1 -1-1-1-1-1 -1-1-1-1-1 -1-1-1-1-1 -1-1-1 -1 -1-1-1-1-1-1-10 0 00 0 0 000000000 0 0 0 0000000000000 0000000000 0 0 0 0 000 000 0 00000000000000 0000 0 00000 00 0001111 1 1 111 1111 1111 111 111 1 1 1 11111 1 1111 1 11 12222 222 22 2 2 22 2222 2 222222 2222 222 3333 3 3 3 3333 33 33 3333 333334444 4 4 4 4 444445 55555555 5 5 5 5 555 6-1010230 0234 0 10 20 30 40 40 30 20 10 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ELEV. = 3.70 -L- STA 18+22.02, 55.78' RT RR SPIKE IN BASE OF 10" GUM BM#1 -L- NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. NAD 83/ NA 2011 REVISIONS SHEET NO.PROJECT REFERENCE NO. 4B-5620 8/17/999/5/2017...\B5620_hyd_prm_psh4.dgnHNTB-10 -20 -10 -20 DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 950 = 50 = 1.9 = 1200 = 100 = 2.3 = >1700(+) = >500(+) = 5.32 = 03/08/17 = -1.1 WETLAND & STREAM IMPACTS 2 AUSTIN BROTHERS, LLP DB 1331 PG 464 LEGEND WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED** * * *** ** * * 1 AUSTIN DAVID CARROLL DB 1252 PG 972 WETLANDS DENOTES CAMA SCALE: 1"=40' SCALE: 1"=40' SCALE: 1"=40' SCALE: 1"=40' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TOBTOB TOB T O B TOBTOBTOBTOBTOBTOB TOBTOB TOB W2 E E IN WETLAND DENOTES EXCAVATION W1 W3 W4 ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER WETLANDS DENOTES 404 MATERIAL TO BE REMOVED TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TEMPORARY IMPACTS IN SURFACE WATER = 0 LF EXCAVATION IN WETLANDS (CAMA) = 0.00 Ac / 0 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 35 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac / 0 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.00 Ac / 0 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = <0.01 Ac / 89 SF MECHANIZED CLEARING IN WETLANDS (404) = <0.01 Ac / 96 SF TEMPORARY IMPACTS IN SURFACE WATER = 0 LF EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 119 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 320 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.12 Ac / 5110 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.01 Ac / 486 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = 0.04 Ac / 1795 SF MECHANIZED CLEARING IN WETLANDS (404) = <0.01 Ac / 148 SF TEMPROARY IMPACTS IN SURFACE WATER = <0.01 Ac EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 10 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 410 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.09 Ac / 3959 SF PERMANENT FILL IN WETLAND IMPACTS (404) = 0.06 Ac / 2532 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = 0.04 Ac / 1537 SF MECHANIZED CLEARING IN WETLANDS (404) = 0.02 Ac / 1024 SF PERMANENT IMPACTS IN SURFACE WATER = <0.01 Ac EXCAVATION IN WETLANDS (CAMA) = <0.01 Ac / 13 SF EXCAVATION IN WETLANDS (404) = <0.01 Ac / 34 SF PERMANENT FILL IN WETLAND IMPACTS (CAMA) = 0.00 Ac / 0 SF PERMANENT FILL IN WETLAND IMPACTS (404) = <0.01 Ac / 15 SF MECHANIZED CLEARING IN WETLANDS (CAMA) = <0.01 Ac / 143 SF MECHANIZED CLEARING IN WETLANDS (404) = 0.02 Ac / 669 SFSSSURFACE WATER DENOTES IMPACTS IN F F F F F F F F C C C C 1 2 EXISTING R/W EXISTING R/W 100.00'NC 33 ALFRED W. MAYO DB 1075 PG 510 DB 1252 PG 972 DB 1331 PG 464 DB 1820 PG 918 STATE OF NORTH CAROLINA DB 5 PG 359 STATE OF NORTH CAROLINA DB 5 PG 359 LINDA H. PRICE REVOCABLE TRUST JESSE H. PRICE REVOCABLE TRUST & AUSTIN DAVID CARROLL AUSTIN BROTHERS, LLP DB 1331 PG 464 AUSTIN BROTHERS, LLP WOODED WOODED WOODED WOODED WOODED WOODED WOODED EXISTING R/W EXISTING R/W 20' BST 20' BST DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/2001 STATE PLANE GRID COORDINATES OF NORTHING: 567515.4700(ft) EASTING: 2690237.7400(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "CAMPELL" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 CAMA WETLANDS COASTAL WETLANDS WETLAND BOUNDARY NOTES 404 WETLANDS CREEKCAMPBELLELEV. = 6.00 -L- STA 12+20.00 BEGIN GRADE ELEV. = 5.43 -L- STA 21+75.00 END GRADE PI = 16+00.00 EL = 6.00' (+)0.0000%(+)0.3000% VC = 150' K = 500 PI = 19+10.00 EL = 6.93' (-)0.7895% VC = 165' K = 151 PI = 21+00.00 EL = 5.43' (+)0.0000% VC = 150' K = 190 VC = 80 MPH+VC = 60 MPH VC = 71 MPH SURVEY 03-08-17 WS EL.= -1.1'-L- STA 16+85.74BEGIN BRIDGE-L- STA 18+28.26END BRIDGETCTCTCTCTCTC FCW FCW FCW FCW FCW FCW FCW FCW FCW FCWFCW FCW FCW FCW FCW FCW C REQUIRED RIP-RAP NOT V10 = 2.0 FPS TB2GI FG C WING WALLTB2GI FG FCW FCW C C WING WALL TCF C FCW TCFCW C CURTAIN TURBIDITY -L- POT STA 12+20.00 BEGIN TIP PROJECT B-5620 -L- POT STA 21+75.00 END TIP PROJECT B-5620 -L- 18" RCP-III TOTAL LENGTH OF TIP PROJECT B-5620 LENGTH OF STRUCTURE TIP PROJECT B-5620 LENGTH OF ROADWAY TIP PROJECT B-5620 = = = 0.181 MILES 0.026 MILES 0.155 MILES VICINITY MAP 25% SUBMITTAL33 190419 051906 19631 9 0 3 POT GUT CREEK CAMPBELL CREEKLIMITS PROJECT BEAUFORT COUNTY GRADING, DRAINAGE, PAVING, AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 D T V = = = = = = 240 480 55 % % MPH ADT ADT 2013 2033 % * DUAL 5% INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION FUNC CLASS = MAJOR COLLECTOR REGIONAL TIER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K 0 0 0 PROFILE (HORIZONTAL) 45575.1.1 PE PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA Prepared in the Office of: SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99B-5620DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 8/21/2017...\B-5620_hyd_prm_tsh.dgnHNTBCONTRACT:TIP PROJECT:B-5620ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NANC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 1. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. NOTES: 4 ON NC 33 7 * TTST =2% 10 60 APRIL 10, 2017 OCTOBER 4, 2017 PROJECT ENGINEER PROJECT DESIGN ENGINEER MONICA J. DUVAL NCDOT CONTACT DAVID W. BASS, PE REPLACE BRIDGE NO. 30 OVER CAMPBELL CREEK 2012 STANDARD SPECIFICATIONS CAMA WETLANDS 404 WETLANDS HON F. YEUNG, PE PERMIT DRAWINGS: BUFFER IMPACTS EXISTING R/W EXISTING R/W WOODED WOODED WOODED WOODED WOODED WOODED EXISTING R/W EXISTING R/W CAMA WETLANDS COASTAL WETLANDS WETLAND BOUNDARY NOTES 404 WETLANDS CREEKCAMPBELLNAD 2011NAD 83/(CYPRESS SWAMP RD.)TO SR 1904 TO PAMLICO COUNTY LINE NC 33 -L- POT STA 12+20.00 BEGIN TIP PROJECT B-5620 -L- POT STA 21+75.00 BEGIN TIP PROJECT B-5620 -L- POC STA 16+87+/- BEGIN BRIDGE -L- POC 18+27+/- END BRIDGE -L- 1 2 EXISTING R/W EXISTING R/W 100.00'NC 33 ALFRED W. MAYO DB 1075 PG 510 NGS MON "RODMAN" NGS MON "CAMPELL" SIGN PILINGS OLD BRIDGE DB 1252 PG 972 DB 1331 PG 464 DB 1820 PG 918 STATE OF NORTH CAROLINA DB 5 PG 359 STATE OF NORTH CAROLINA DB 5 PG 359 LINDA H. PRICE REVOCABLE TRUST JESSE H. PRICE REVOCABLE TRUST & AUSTIN DAVID CARROLL AUSTIN BROTHERS, LLP DB 1331 PG 464 AUSTIN BROTHERS, LLP WOODED WOODED WOODED WOODED BRIDGE NO. 30 WOODED WOODED WOODED EXISTING R/W EXISTING R/W 20' BST 20' BST DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/2001 STATE PLANE GRID COORDINATES OF NORTHING: 567515.4700(ft) EASTING: 2690237.7400(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "CAMPELL" TO -L- STATION IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 WING WALL WING WALL CAMA WETLANDS COASTAL WETLANDS WETLAND BOUNDARY NOTES 404 WETLANDS F F F F F F F F C C C C ELEV. = 6.00 -L- STA 12+20.00 BEGIN GRADE ELEV. = 5.43 -L- STA 21+75.00 END GRADE PI = 16+00.00 EL = 6.00' (+)0.0000%(+)0.3000% VC = 150' K = 500 PI = 19+10.00 EL = 6.93' (-)0.7895% VC = 165' K = 151 PI = 21+00.00 EL = 5.43' (+)0.0000% VC = 150' K = 190 VC = 80 MPH+VC = 60 MPH VC = 71 MPH SURVEY 03-08-17 WS EL.= -1.1'-L- STA 16+85.74BEGIN BRIDGE-L- STA 18+28.26END BRIDGE1 2 BL-1 "CAMPELL" NGS MON BM#1 "RODMAN" NGS MON BL-2 EXIST.04010302025025INC 26.75' INC 26.75'+33.37+46.750250304040302502503020401EXISTINC 26.75'+48.2511'11'TAPER RT/LT50' EOT TAPER 8:1 TAPER 8 :12' FDPS2' FDPS11'11'2' FDPS2' FDPSINC. 26.75'+23.31INC. 26.75'+28.751520GREU, TL-3 GREU, TL-3 REQUIRED RIP-RAP NOT V10 = 2.0 FPS 0 10 20 30 40 40 30 20 10 0 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 ELEV. = 3.70 -L- STA 18+22.02, 55.78' RT RR SPIKE IN BASE OF 10" GUM BM#1 -L- SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NTS NC License No: C-1554 Raleigh, North Carolina 27609 343 E. Six Forks Road, Suite 200 HNTB NORTH CAROLINA, P.C. -L- POC STA 16+87+/- BEGIN BRIDGE -L- POC STA 18+27+/- END BRIDGE -L-CAMPBELL CREEK-L- POT STA 12+20.00 BEGIN TIP PROJECT B-5620 -L- POT STA 21+75.00 END TIP PROJECT B-5620 NAD 83/ NA 2011REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4B-5620 R/W SHEET NO.8/17/999/5/2017...\B5620_hyd_prm_buffer_psh4.dgnHNTB-10 -20 -10 -20 -L- 404 LINECAMA LINE CAMA LINE CAMA LINE CAMA LINE CAMA LINE 404 LINE 404 LINE CAMA LINE CAMA LINE 404 LINE LINE CAMA L INE 4 0 4 CAMA LINE CAMA LINE LINE CAMA DESIGN DISCHARGE DESIGN FREQUENCY BASE DISCHARGE CFS YRS YRS BASE FREQUENCY OVERTOPPING ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE CFS CFS YRS FT FT FT DESIGN HW ELEVATION BASE HW ELEVATION BRIDGE HYDRAULIC DATA DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = 950 = 50 = 1.9 = 1200 = 100 = 2.3 = >1700(+) = >500(+) = 5.32 = 03/08/17 = -1.1 BUFFER IMPACTS B1 B4 B3 CAMA WETLANDS ZONE 2 BUFFER IMPACTS = 859 SF ZONE 1 BUFFER IMPACTS = 1248 SF TOBTOB TOB T O B TOBTOBTOBTOBTOB TOB TOBTOB TOB ZONE 1 BUFFER IMPACTS = 108 SF ZONE 2 BUFFER IMPACTS = 10 SF ZONE 2 BUFFER IMPACTS = 64 SF ZONE 1 BUFFER IMPACTS = 134 SF ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 LEGEND 404 WETLANDS ZONE 2 BUFFER IMPACTS = 2810 SF ZONE 1 BUFFER IMPACTS = 2144 SF Campbell Creek Trib. Impacts B2 Campbell Creek Impacts ZONE 2 BUFFER IMPACTS = 664 SF ZONE 1 BUFFER IMPACTS = 1111 SF THEREFORE BUFFER MITIGATION IS NOT REQUIRED. WETLANDS ALONG THE TRIB. TO CAMPBELL CREEK, *NOTE: THERE ARE NO IMPACTS TO BUFFERS OUTSIDE OF THE FCW FCW FCW FCW FCW FCW FCW FCW FCW FCWFCW FCW FCW FCW FCW FCW C CREEKCAMPBELLTCTCTCTCTCTC CURTAIN TURBIDITY 0401 18" RCP-III TB2GI FG