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Home My WebLink About20171166 Ver 1_Impact Information_201709112 2 SITE 2 NA 2011NAD 83/SHEET 1 OF 9 PERMIT DRAWING IMPACTS PERMIT WETLAND AND SURFACE WATER SITE 1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_TSH_WET.dgnFkeysCONTRACT:TIP PROJECT: ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NARIGHT OF WAY DATE: LETTING DATE: 2012 STANDARD SPECIFICATIONS Prepared for: XXXXX, XXXX NCDOT CONTACT ROADWAY PROJECT DESIGN ENGINEER PROJECT MANAGER Prepared by: STEPHEN C. BROWDE, PE -L- FUNC CLASS = LOCAL SUB-REGIONAL TIER17BP.4.R.6617BP.4.R.66 EDGECOMBE COUNTY DIVISION 4 HIGHWAY Wilson, NC 27895 509 Ward Blvd. L. KEVIN AUSTIN, PE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRADING, DRAINAGE, PAVING AND STRUCTURE ON SR 1428 (WHITE OAK SWAMP RD.) REPLACEMENT OF BRIDGE 45 OVER WHITE OAK SWAMP TO NC 33TO S R 14 0 9 S P EI GHTS CHAP EL RD. ADT 2013 = 260 -L- STA. 20+25.00 END STATE PROJECT 17BP.4.R.66 -L- SR 1428 (WHITE OAK SWAMP RD.) -L- STA. 18+04.00 END BRIDGE APPROACH SLAB -L- STA. 17+92.00 END BRIDGE = 0.138 MILESTOTAL LENGTH STATE PROJECT 17BP.4.R.66 = 0.019 MILES LENGTH STRUCTURES STATE PROJECT 17BP.4.R.66 = 0.119 MILESLENGTH ROADWAY STATE PROJECT 17BP.4.R.66 17BP.4.R.66 PE -L- STA. 15+00.00 BEGIN STATE PROJECT 17BP.4.R.66 -L- STA. 17+10.00 BEGIN BRIDGE APPROACH SLAB -L- STA. 17+22.00 BEGIN BRIDGE FEBRUARY, 2017 50 1002550 50 25 50 100 10 20510 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED AND SUPERELEVATION. VICINITY MAP (NOT TO SCALE) DETOUR ROUTE (APPROXIMATE LENGTH = 8 MILES) (BRIDGE #45) PROJECT LOCATION 1520(BRIDGE #45) PROJECT LOCATION 1435 1407 1428 1408 1429 1566 1409 1428 Church Speight Cemetery Bulluck High School North Edgecombe School Coker-Wimberly Church Mt. Moriah Wrendale Leggett Pop.109 33 33 97 97 33 WHIT E O A K S WA MP WHI T E OAK S WAMP 3 22"x34" 50 Scale Level Overrides=On Canon Imgen.plt NAMES AND ADDRESSES ADDRESSESNAMES PROPERTY OWNERS REFERENCE NO. DIVISION OF HIGHWAYS NCDOT 1 PROJECT: 17BP.4.R.66 EDGECOMBE COUNTY SR 1428 (WHITE OAK SWAMP RD.) OVER WHITE OAK SWAMP ON REPLACEMENT OF BRIDGE 45 SHEET 2 OF 9 PERMIT DRAWING WHITAKERS, NC 27891 715 WHITE OAK SWAMP RD. PLANTATIONS, LLC SOUTHERN PINE 2 2 1 SOUTHERN PINE PLANTATIONS, LLC DB 1625 PG 375 DB 1583 PG 830 FOXCROFT FARMS LLC DUBCO LLC DUBCO LLC DB 1547 PG 1091 DB 1547 PG 1091 S S SS S GUY GUY GUY WOODS WOODS WOODS WOODS WOODS WOODS WOODS -BL-100 -BL-101 -BL-102 60.00’EXISTING R/W EXISTING R/W 19’ BST19’ BST19’ BST SR 1428 WHITE OAK S WA MP RD SR 1428 W HI TE OAK SW AM P RD60.00’EXISTING R/W EXISTING R/W E XIS TI N G R/WCONC RAIL CONC FOOTING WOOD POST(TYP)CONC CUTOVER W/ WOOD PILES WOODS WOODS TO SR 1435 AND NC 33 SR 1428 WHITE OAK SWAMP RD.04WW/HW WOOD.06.05.0 4.0 3.0 2.025.01.00.04.0 4.04SHEET 3 OF 9 PERMIT DRAWING 4 NA 2011NAD 83/BRIDGE / ROADWAY RELATIONSHIP FOR STRUCTURE PLANS SEE SHEET S-1 THRU S- PARCEL 1 EASE. DRAIN. PERM. AREA TOTAL LT. REMAINING AREA EASE. CONST. RIGHT OF WAY AREA DATA NO. PROPERTY OWNERS NAMES EASE. DRAIN. TEMP. TAKEN AREA RT. REMAINING AREA SOUTHERN PINE PLANTATIONS, LLC NOTE: FOR -L- PROFILE SEE SHEET 5 -L-10’10’4’-0"4’-0"TANGENTIAL BRIDGE CURVED ROADWAY ON (3’-0.0" TO 4’-10.0") VAR. BRIDGE SHLD. RIGHT 399 SF (3’-7.8" TO 4’-2.2") VAR. BRIDGE SHLD. LEFT RIGHT OF WAY AREA DATA SVC SVC 17" RIVER BIRCH R/R SPIKE IN BASE OF ELEV=60.23’ O/S 96.52’ RT -BL- STA. 10+52.62 BM#1 15" SWEET GUM R/R SPIKE IN BASE OF ELEV=63.83’ O/S 30.30’ RT -BL- STA. 14+61.53 BM#2 F C FF F F F F F F C F CCF F C F F TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 -L- -L- 10 1520TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.4.R.66 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_PSH04_WET.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STA. 16+74-STA. 17+09 PROP. 35 LF SBG S S IN SURFACE WATER TEMP. & PERM. IMPACT SITE 2 STS TS IN SURFACE WATER TEMP. & PERM. IMPACT SITE 1 SITE 1 30 LF STREAM AND WETLAND IMPACTS IMPACTS WATER SURFACE PERMANENT PERMANENT IMPACTS CHANNEL EXISTING S S SURFACE WATER DENOTES IMPACTS IN <0.01 AC <0.01 AC TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TEMPORARY IMPACTS CHANNEL EXISTING 18 LF 40 LF IMPACTS WATER SURFACE TEMPORARY <0.01 AC <0.01 AC 58 LF<0.01 AC38 LF<0.01 ACTOTAL SITE 2 8 LF STA. 16+74-STA. 17+09 PROP. 35 LF SBG WHIT E O A K S WA MP WHI T E OAK S WAMP 31 5"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI15"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI 2 2 1 SOUTHERN PINE PLANTATIONS, LLC DB 1625 PG 375 DB 1583 PG 830 FOXCROFT FARMS LLC DUBCO LLC DUBCO LLC DB 1547 PG 1091 DB 1547 PG 1091 S S SS S GUY GUY GUY WOODS WOODS WOODS WOODS WOODS WOODS WOODS -BL-100 -BL-101 -BL-102 60.00’EXISTING R/W EXISTING R/W 19’ BST19’ BST19’ BST SR 1428 WHITE OAK S WA MP RD SR 1428 W HI TE OAK SW AM P RD60.00’EXISTING R/W EXISTING R/W E XIS TI N G R/WCONC RAIL CONC FOOTING WOOD POST(TYP)CONC CUTOVER W/ WOOD PILES WOODS WOODS TO SR 1435 AND NC 33 SR 1428 WHITE OAK SWAMP RD 495151525252 53535353535353545454 5 4 5454545454565656 5 65656 5656565757575757575 7 575757575858585858585858585858585858585858 585858585858585 8 5959 595959 5 9 59595 9 59595959 59595959 5959595959 5959 59 595959 59 59595959595959595959595959595959 5959595959 5959 59595959 595959 5959616161616 1 616161 6161616161 616161 616161 61 61 6 161 616161616 1 616161 61 6161616161616 1 6 1 6 1 6161616161 61 61616161 61 6161 6161616161 61616161616161 6161 61 6 162 6262626 2626262 6262626 2 6262626262 62 626262 6262 6262626262 626262626262 6262 6262 62626 2 62 62 626262626 2 62626262626262 626262 6 263 6363 63 63 63 6363636363 63 63 63636363 63636363636 3 63636363636 363 63636363636363 63 63 63636363636 46464646464646464646464646464 64646464 6 4 64646464646 4 64666 66 666 6 66666666666666666666 6 66 6666676767676767676 7676767676 7 67686868 6868 6868686 8 68686868 6869 69 69696969 69696969 69 69 69 6971717171 7171717171 717 272727272727272 7272737373737373737373747474747474747 476 767676767777 7777777778 787878787879797979818150555555555 5 55 55 555 5 5 555 5555556060606060 60606060606060 60606 0 606060606060 60 60606 0 6 060 60606060 60 6060606 06060606060 60606060606060606060 60 60 6060606060606060 60 60 60 60606060606060606060606060606060 6060 60606060606060606 06 0 606060 606060 60 606060 60606060 60 606060606060606060606060 60606060606 0606565656565 65 6565656565 6565656565 6 5 6 5 6565 65656565 656 5 6565656565656565656565 707070 7070707070707070 70707 070707 0 7 070 7 075757575 7575757575 7580808080808080.04WW/HW WOOD.06.05.0 4.0 3.0 2.025.01.00.04.0 4.04TOTAL SITE 1 30 LF 30 LF STREAM AND WETLAND IMPACTS IMPACTS WATER SURFACE PERMANENT PERMANENT IMPACTS CHANNEL EXISTING S S SURFACE WATER DENOTES IMPACTS IN <0.01 AC <0.01 AC TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TEMPORARY IMPACTS CHANNEL EXISTING 40 LF 40 LF IMPACTS WATER SURFACE TEMPORARY <0.01 AC <0.01 AC SHEET 4 OF 9 PERMIT DRAWING 4 NA 2011NAD 83/BRIDGE / ROADWAY RELATIONSHIP FOR STRUCTURE PLANS SEE SHEET S-1 THRU S- PARCEL 1 EASE. DRAIN. PERM. AREA TOTAL LT. REMAINING AREA EASE. CONST. RIGHT OF WAY AREA DATA NO. PROPERTY OWNERS NAMES EASE. DRAIN. TEMP. TAKEN AREA RT. REMAINING AREA SOUTHERN PINE PLANTATIONS, LLC NOTE: FOR -L- PROFILE SEE SHEET 5 -L-10’10’4’-0"4’-0"TANGENTIAL BRIDGE CURVED ROADWAY ON (3’-0.0" TO 4’-10.0") VAR. BRIDGE SHLD. RIGHT 399 SF (3’-7.8" TO 4’-2.2") VAR. BRIDGE SHLD. LEFT RIGHT OF WAY AREA DATA SVC SVC 17" RIVER BIRCH R/R SPIKE IN BASE OF ELEV=60.23’ O/S 96.52’ RT -BL- STA. 10+52.62 BM#1 15" SWEET GUM R/R SPIKE IN BASE OF ELEV=63.83’ O/S 30.30’ RT -BL- STA. 14+61.53 BM#2 F C FF F F F F F F C F CCF F C F F TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 -L- -L- 10 1520TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.4.R.66 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_PSH04_WET_W_CONT.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STA. 16+74-STA. 17+09 PROP. 35 LF SBG S S IN SURFACE WATER TEMP. & PERM. IMPACT SITE 2 STS TS IN SURFACE WATER TEMP. & PERM. IMPACT SITE 1 SITE 1 30 LF STREAM AND WETLAND IMPACTS IMPACTS WATER SURFACE PERMANENT PERMANENT IMPACTS CHANNEL EXISTING S S SURFACE WATER DENOTES IMPACTS IN <0.01 AC <0.01 AC TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY TEMPORARY IMPACTS CHANNEL EXISTING 18 LF 40 LF IMPACTS WATER SURFACE TEMPORARY <0.01 AC <0.01 AC 58 LF<0.01 AC38 LF<0.01 ACTOTAL SITE 2 8 LF STA. 16+74-STA. 17+09 PROP. 35 LF SBG WHIT E O A K S WA MP WHI T E OAK S WAMP 31 5"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI15"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI 2 2 SITE 1 NA 2011NAD 83/SHEET 5 OF 9 PERMIT DRAWING BUFFER IMPACTS PERMIT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_TSH_BUF.dgnFkeysCONTRACT:TIP PROJECT: ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NARIGHT OF WAY DATE: LETTING DATE: 2012 STANDARD SPECIFICATIONS Prepared for: XXXXX, XXXX NCDOT CONTACT ROADWAY PROJECT DESIGN ENGINEER PROJECT MANAGER Prepared by: STEPHEN C. BROWDE, PE -L- FUNC CLASS = LOCAL SUB-REGIONAL TIER17BP.4.R.6617BP.4.R.66 EDGECOMBE COUNTY DIVISION 4 HIGHWAY Wilson, NC 27895 509 Ward Blvd. L. KEVIN AUSTIN, PE CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRADING, DRAINAGE, PAVING AND STRUCTURE ON SR 1428 (WHITE OAK SWAMP RD.) REPLACEMENT OF BRIDGE 45 OVER WHITE OAK SWAMP TO NC 33TO S R 14 0 9 S P EI GHTS CHAP EL RD. ADT 2013 = 260 -L- STA. 20+25.00 END STATE PROJECT 17BP.4.R.66 -L- SR 1428 (WHITE OAK SWAMP RD.) -L- STA. 18+04.00 END BRIDGE APPROACH SLAB -L- STA. 17+92.00 END BRIDGE = 0.138 MILESTOTAL LENGTH STATE PROJECT 17BP.4.R.66 = 0.019 MILES LENGTH STRUCTURES STATE PROJECT 17BP.4.R.66 = 0.119 MILESLENGTH ROADWAY STATE PROJECT 17BP.4.R.66 17BP.4.R.66 PE -L- STA. 15+00.00 BEGIN STATE PROJECT 17BP.4.R.66 -L- STA. 17+10.00 BEGIN BRIDGE APPROACH SLAB -L- STA. 17+22.00 BEGIN BRIDGE FEBRUARY, 2017 50 1002550 50 25 50 100 10 20510 DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED AND SUPERELEVATION. VICINITY MAP (NOT TO SCALE) DETOUR ROUTE (APPROXIMATE LENGTH = 8 MILES) (BRIDGE #45) PROJECT LOCATION 1520(BRIDGE #45) PROJECT LOCATION 1435 1407 1428 1408 1429 1566 1409 1428 Church Speight Cemetery Bulluck High School North Edgecombe School Coker-Wimberly Church Mt. Moriah Wrendale Leggett Pop.109 33 33 97 97 33 STA. 16+74-STA. 17+09 PROP. 35 LF SBG WHIT E O A K S WA MP WHI T E OAK S WAMP 3 2 2 1 SOUTHERN PINE PLANTATIONS, LLC DB 1625 PG 375 DB 1583 PG 830 FOXCROFT FARMS LLC DUBCO LLC DUBCO LLC DB 1547 PG 1091 DB 1547 PG 1091 S S SS S GUY GUY GUY WOODS WOODS WOODS WOODS WOODS WOODS WOODS -BL-100 -BL-101 -BL-102 60.00’EXISTING R/W EXISTING R/W 19’ BST19’ BST19’ BST SR 1428 WHITE OAK S WA MP RD SR 1428 W HI TE OAK SW AM P RD60.00’EXISTING R/W EXISTING R/W E XIS TI N G R/WCONC RAIL CONC FOOTING WOOD POST(TYP)CONC CUTOVER W/ WOOD PILES WOODS WOODS TO SR 1435 AND NC 33 SR 1428 WHITE OAK SWAMP RD -L- STA. 17+92.00 END BRIDGE -L- STA. 18+04.00 END APPROACH SLAB -L- STA. 17+22.00 BEGIN BRIDGE -L- STA. 17+10.00 BEGIN APPROACH SLAB .04WW/HW WOOD.06.05.0 4.0 3.0 2.025.01.00.04.0 4.04SHEET 6 OF 9 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 TOTAL SITE 1 IMPACTS ZONE #1 BUFFER 1195 SF IMPACTS ZONE #2 BUFFER 1195 SF 629 SF 629 SF BUFFER IMPACTS 4 NA 2011NAD 83/BRIDGE / ROADWAY RELATIONSHIP FOR STRUCTURE PLANS SEE SHEET S-1 THRU S- PARCEL 1 EASE. DRAIN. PERM. AREA TOTAL LT. REMAINING AREA EASE. CONST. RIGHT OF WAY AREA DATA NO. PROPERTY OWNERS NAMES EASE. DRAIN. TEMP. TAKEN AREA RT. REMAINING AREA SOUTHERN PINE PLANTATIONS, LLC NOTE: FOR -L- PROFILE SEE SHEET 5 -L-10’10’4’-0"4’-0"TANGENTIAL BRIDGE CURVED ROADWAY ON (3’-0.0" TO 4’-10.0") VAR. BRIDGE SHLD. RIGHT 399 SF (3’-7.8" TO 4’-2.2") VAR. BRIDGE SHLD. LEFT RIGHT OF WAY AREA DATA SVC SVC 17" RIVER BIRCH R/R SPIKE IN BASE OF ELEV=60.23’ O/S 96.52’ RT -BL- STA. 10+52.62 BM#1 15" SWEET GUM R/R SPIKE IN BASE OF ELEV=63.83’ O/S 30.30’ RT -BL- STA. 14+61.53 BM#2 F C FF F F F F F F C F CCF F C F F TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 -L- -L- 10 1520TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.4.R.66 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_PSH04_BUF.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STA. 16+74-STA. 17+09 PROP. 35 LF SBG BUFFER IMPACTS SITE 1 STA. 16+74-STA. 17+09 PROP. 35 LF SBG WHIT E O A K S WA MP WHI T E OAK S WAMP 31 5"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI15"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI 2 2 1 SOUTHERN PINE PLANTATIONS, LLC DB 1625 PG 375 DB 1583 PG 830 FOXCROFT FARMS LLC DUBCO LLC DUBCO LLC DB 1547 PG 1091 DB 1547 PG 1091 S S SS S GUY GUY GUY WOODS WOODS WOODS WOODS WOODS WOODS WOODS -BL-100 -BL-101 -BL-102 60.00’EXISTING R/W EXISTING R/W 19’ BST19’ BST19’ BST SR 1428 WHITE OAK S WA MP RD SR 1428 W HI TE OAK SW AM P RD60.00’EXISTING R/W EXISTING R/W E XIS TI N G R/WCONC RAIL CONC FOOTING WOOD POST(TYP)CONC CUTOVER W/ WOOD PILES WOODS WOODS TO SR 1435 AND NC 33 SR 1428 WHITE OAK SWAMP RD 495151525252 53535353535353545454 5 4 5454545454565656 5 65656 5656565757575757575 7 575757575858585858585858585858585858585858 585858585858585 8 5959 595959 5 9 59595 9 59595959 59595959 5959595959 5959 59 595959 59 59595959595959595959595959595959 5959595959 5959 59595959 595959 5959616161616 1 616161 6161616161 616161 616161 61 61 6 161 616161616 1 616161 61 6161616161616 1 6 1 6 1 6161616161 61 61616161 61 6161 6161616161 61616161616161 6161 61 6 162 6262626 2626262 6262626 2 6262626262 62 626262 6262 6262626262 626262626262 6262 6262 62626 2 62 62 626262626 2 62626262626262 626262 6 263 6363 63 63 63 6363636363 63 63 63636363 63636363636 3 63636363636 363 63636363636363 63 63 63636363636 46464646464646464646464646464 64646464 6 4 64646464646 4 64666 66 666 6 66666666666666666666 6 66 6666676767676767676 7676767676 7 67686868 6868 6868686 8 68686868 6869 69 69696969 69696969 69 69 69 6971717171 7171717171 717 272727272727272 7272737373737373737373747474747474747 476 767676767777 7777777778 787878787879797979818150555555555 5 55 55 555 5 5 555 5555556060606060 60606060606060 60606 0 606060606060 60 60606 0 6 060 60606060 60 6060606 06060606060 60606060606060606060 60 60 6060606060606060 60 60 60 60606060606060606060606060606060 6060 60606060606060606 06 0 606060 606060 60 606060 60606060 60 606060606060606060606060 60606060606 0606565656565 65 6565656565 6565656565 6 5 6 5 6565 65656565 656 5 6565656565656565656565 707070 7070707070707070 70707 070707 0 7 070 7 075757575 7575757575 7580808080808080-L- STA. 17+92.00 END BRIDGE -L- STA. 18+04.00 END APPROACH SLAB -L- STA. 17+22.00 BEGIN BRIDGE -L- STA. 17+10.00 BEGIN APPROACH SLAB .04WW/HW WOOD.06.05.0 4.0 3.0 2.025.01.00.04.0 4.04SHEET 7 OF 9 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 TOTAL SITE 1 IMPACTS ZONE #1 BUFFER 1195 SF IMPACTS ZONE #2 BUFFER 1195 SF 629 SF 629 SF BUFFER IMPACTS 4 NA 2011NAD 83/BRIDGE / ROADWAY RELATIONSHIP FOR STRUCTURE PLANS SEE SHEET S-1 THRU S- PARCEL 1 EASE. DRAIN. PERM. AREA TOTAL LT. REMAINING AREA EASE. CONST. RIGHT OF WAY AREA DATA NO. PROPERTY OWNERS NAMES EASE. DRAIN. TEMP. TAKEN AREA RT. REMAINING AREA SOUTHERN PINE PLANTATIONS, LLC NOTE: FOR -L- PROFILE SEE SHEET 5 -L-10’10’4’-0"4’-0"TANGENTIAL BRIDGE CURVED ROADWAY ON (3’-0.0" TO 4’-10.0") VAR. BRIDGE SHLD. RIGHT 399 SF (3’-7.8" TO 4’-2.2") VAR. BRIDGE SHLD. LEFT RIGHT OF WAY AREA DATA SVC SVC 17" RIVER BIRCH R/R SPIKE IN BASE OF ELEV=60.23’ O/S 96.52’ RT -BL- STA. 10+52.62 BM#1 15" SWEET GUM R/R SPIKE IN BASE OF ELEV=63.83’ O/S 30.30’ RT -BL- STA. 14+61.53 BM#2 F C FF F F F F F F C F CCF F C F F TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 -L- -L- 10 1520TYPE III TYPE III TYPE III TYPE III GRAU-350 GRAU-350 GRAU-350 GRAU-350 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 17BP.4.R.66 3/9/2017R:\Hydraulics\PERMITS_Environmental\Drawings\Edgecombe#45_HYD_PRM_PSH04_BUF_W_CONT.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STA. 16+74-STA. 17+09 PROP. 35 LF SBG BUFFER IMPACTS SITE 1 STA. 16+74-STA. 17+09 PROP. 35 LF SBG WHIT E O A K S WA MP WHI T E OAK S WAMP 31 5"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI15"EST. 5 SY GEOTEXTILE EST. 1 TON CL B RIP RAP 15" RCP-IV TB 2GI TB 2GI HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStation Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)SITE #1-L- 16+75 LT0.001 0.001 8.00 18.000SITE #2-L-17+570.001 0.010 30 40TOTALS*:0.00 0.00 0.00 0.00 0.00 38 58*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 7 OF 93/10/2017EDGECOMBE COUNTYNC DEPARTMENT OF TRANSPORTATION17BP.4.R.66 (#45) WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS15" RCP OutletClass B RipRap2 @ 35' - 21"Cored Slab Bridge ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)SITE 1L 12+95 to 13+85X1195 629 1824TOTAL:1195 629 18242 @ 35' 21" CORED SLAB BRIDGE3/10/2017BUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPESTATION (FROM/TO)DIVISION OF HIGHWAYSBUFFER REPLACEMENTIMPACT MITIGABLEEDGECOMBE COUNTYNC DEPARTMENT OF TRANSPORTATIONALLOWABLE3/10/2017 SHEET 9 OF 9 17BP.4.R.66 (#45)Rev May 2006