The URL can be used to link to this page

Home My WebLink About20191724 Ver 1_BR-0112_UtilityDrawings_20191209_20191217 STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA ATIONO LI NABRIDGE #320035 GRADING, DRAINAGE, PAVING & STRUCTURE ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 See Sheet 1-B For Conventional Symbols BR-0112 PROJECT: BR-0112 PE ON SR 1616 (SHARP POINT RD.) EDGECOMBE COUNTY BRIDGE NO. 320035 OVER OTTER CREEK SHEET 1 OF 5 PERMIT DRAWING NO DECK DRAINS SITE 1 PROJECT ENGINEER - PEF/PROGRAM MGT. DAVID STUTTS, PE GREG S. PURVIS, PE NOVEMBER 20, 2019 AUGUST 18, 2020 PROJECT DESIGN ENGINEER PROJECT ENGINEER EDWARD G, WETHERILL, PE UTILITIES WETLAND AND SURFACE WATER IMPACTS PERMIT 35 FeltonFarm Rd. Rd. Sawyer ChurchRd. Rd. Stonecliff Ln 1102 1103 1617 1616 1614 1615 1616 1618 1617 1615 1614 1635 1614 Town Cobb Point SharpChurch Rd.Farm Rd. Corbett Sharp Point Rd.Shar p Poi nt Rd. Otter Creek Stallings Rd. PROJECT SITE EDGECOMBE COUNTY EDGECOMBE COUNTY Other Creek Edgewood Stallings Rd.Edgewood Church Rd.PITT COUNTY PITT COUNTY OFF-SITE DETOUR 258 258 258 S V = = =MPH ADT FUNC CLASS = PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ART MEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NADIVISION OF HIGHWAYS Prepared for: BRIDGE #320035 ENGINEER ROADWAY DESIGN LETTING DATE: 6 55 T 0.094 MILES 0.028 MILES 0.066 MILES GRADING, DRAINAGE, PAVING & STRUCTURE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 2020 CONTRACT: DESIGN DATA 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 50 25 50 50 25 50 10 5 10 20 ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets 2018 STANDARD SPECIFICATIONS 100 100 BR-0112 PROJECT: BR-0112TOTAL LENGTH PROJECT BR-0112 = LENGTH STRUCTURE PROJECT BR-0112 = LENGTH ROADWAY PROJECT BR-0112 = 48821.1.1 4 STRUCTURES MANAGEMENT UNIT 1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610 % * * (TTST =3% + DUAL =3%) PE 90% PLANS NCDOT CONTACT: RIGHT OF WAY DATE: 340 RURAL LOCAL SUBREGIONAL TIER ON SR 1616 (SHARP POINT RD.) EDGECOMBE COUNTY BRIDGE NO. 320035 OVER OTTER CREEK T O NC 43 TO US 258 OTTER CREEKSR 1616 (SHARP POI NT RD) -L- BEGIN NCDOT PROJECT BR-0112 -L- POC STA. 13+76.00 END NCDOT PROJECT BR-0112 -L- POC STA. 18+74.50 BEGIN BRIDGE -L- STA. 15+68.73 END BRIDGE -L- STA. 17+16.47 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. STOPPING SIGHT DISTANCE DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL NOTE: -L- POC STA. 12+49.81 BEGIN CONSTRUCTION END CONSTRUCTION -L- POC STA. 19+61.46 See Sheet RW02C-1 TO RW02C-2 For Survey Control Sheets 48821.2.1 ROW, UTIL. 48821.3.1 CONST.NA 2011NAD 83/ ENGINEERING ETHERILLW FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/9912/9/201912:16:13 PMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\br0112_prm_PSH_PUE.dgnREVISIONSBR-0112 SLAB END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23 0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 STOPPING SIGHT DISTANCE DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL NOTE: TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? SHEET NO. ENGINEER ENGINEER 4 8/17/99REVISIONSGRAPHIC SCALE 0’100’100’ SHEET 2 OF 5 PERMIT DRAWING SITE 1 HC HC CLEARING DENOTES HANDIN WETLANDS HAND CLEARING S WOODS WOODS WOODS FLOODED TIMBER ****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69**************************************** WOODS T O NC 43 CONC CONC WOODSOTTER CREEKEXI S TI NG R/WEXI S TI NG R/WEXISTING R/W EXISTING R/W CENTERLI NE OF OTTER CREEKPROPERTY LI NE IS18’ PAV ED ROA DW A YSR 1616 (SHARP POI NT RD) CONC CONC WOOTEN HEIRS LLC JEAN MATTHEWS SR 1616 (SHARP POINT RD) 18’ PAVED ROADWAY RODNEY M. WOOTEN ET AL RODNEY M. WOOTEN ET AL OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI NE I S15+0020+00**************************************** BENCHTIE NAIL SET IN 24" PINE L STATION 10+87.45 47.24’ LEFT N 723344 E 2411591 BM1 ELEVATION = 69.77 **************************************** **************************************** BENCHTIE NAIL SET IN 17" HARDWOOD L STATION 17+74.15 28.96’ LEFT N 723947 E 2411365 BM2 ELEVATION = 59.69 **************************************** W.S. =55.2’ PROP. 25YR. ELEV. = 54.8’ W.S. ON 02/07/2019 ELEV. = 55.3’ NWS ELEV. 57.7’ BEGIN DITCH -L- STA. 14+75(RT) ELEV. 56.5’ -L- STA. 15+00(RT) (-)2 .80%(-)4.80% W.S. =56.5’ PROP. 100YR. ELEV. 54.8’ -L- STA. 15+62(RT) END DITCH NOTE: TO 15+52.48 LT. STA. 14+75.00 BEGIN SBG TO 17+47.00 LT. STA. 17+24.66 BEGIN SBG NOTE: W/ 5 SY GEO RIP RAP CL B 1 TON W/ 5 SY GEO RIP RAP CL B 1 TON FROM -L- STA. 17+30.59 TO 17+65.00 RT ROCK PLATE 1.5:1 F F F F F F F F F F FFF F F SEE DETAIL A SPECIAL LATERAL ’V’ DITCH F F F FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB SLAB END APPROACH040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT ROCK PLATE 1.5:1 D10=0.4 Ft., V10=1.9 Ft/s SIDES=3:1, 3:1 LSo=2.8%, n=0.04 C=0.4, i10=6.0 in./hr, A=0.4Ac Q10=CiA=1.0 CFS STA 14+75 to STA 15+62 -L- RT SPECIAL LATERAL ’V’ DITCH DATA MCF MCF MCF ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D Ground Natural 3:1 Slope Fill Min. D= 0.5 Ft. DETAIL A -L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP F F F F F F F F F F FFF F F F F F (STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP SEE DETAIL A SPECIAL LATERAL ’V’ DITCH (+)0.3720% DS = 55MPH+ (-)0.3041% K = 296 VC = 200’ EL = 63.43’ PI = 16+42.00 (+)0.3720%(-)0.3000% DS = 55MPH K = 119 VC = 80’ EL = 62.71’ PI = 14+49.53 o LOW DEBRIS POTENTIAL BED MATERIAL : SAND, SILT (SWAMP) GRADE ROADWAY PROPOSED CHORD LOWEST LOW BRIDGE EXISTING REMOVE GRADE ROADWAY EXISTING EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199% EX GRADE = -0.2594% EX GRADE 21" CORED SLAB W/ 4’0" CAPS 1@45’, 1@55’, 1@45’ SKEW = 75 CL CROWN ELEV = 63.26’ STA. 16+42.6 -L-FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP = = = = = = = 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 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = BRIDGE HYDRAULIC DATA = = 1300 55.3 2000 100 56.5 9300 500+ 63.3 54.8 25 /2019/0702 ELEV. = 57.0’ EXCAVATE TO PROTECTION BOTH ENDS. REMOVE EXIST. CONCRETE BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP ELEV. = 57.0’ EXCAVATE TO F FF F F F F C F C F C F C F F F F F F F F F F F F NC GRIDNAD 83 NA 2011SITE 1 SHEET 2A OF 5 PERMIT DRAWING GRAPHIC SCALE 0’30’30’ HC HC CLEARING DENOTES HAND IN WETLANDS HAND CLEARING INV=55.4’ INV=59.8’ W/ 5 SY GEO RIP RAP CL B 1 TON MCF MC F MCF INV=59.6’+24.66+75.00+30.59+65.00(STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP WOODS FLOODED TIMBER WOODS CONC CONC CONC OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LINE ISBR-0112 CONC CONC OTTER CREEKF F C F C F C F C F F F F F F F F F ENGINEERING ETHERILLW FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/9912/9/201912:45:45 PMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\br0112_prm_PSH_con_PUE.dgnREVISIONSBR-0112 SLAB END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23 0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 STOPPING SIGHT DISTANCE DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL NOTE: TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? GRAPHIC SCALE 0’100’100’ CLEARING DENOTES MECHANIZED* * * * ** * ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY S S SURFACE WATER DENOTES IMPACTS IN WETLAND DENOTES FILL INFF SHEET 3 OF 5 PERMIT DRAWING HC HC CLEARING DENOTES HAND SITE 1 IN WETLANDS HAND CLEARING45 50505050 50555555 5555 55555555 555 5 55 5555555555555 5 60 60606060606060606060 60606060 606060606065656 5 656570 70 70S WOODS WOODS WOODS FLOODED TIMBER ****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69**************************************** WOODS T O NC 43 CONC CONC WOODSOTTER CREEK60.00’EXI S TI NG R/WEXI S TI NG R/WEXISTING R/W EXISTING R/W 6 0.0 0’CENTERLI NE OF OTTER CREEKPROPERTY LI NE IS18’ PAV ED ROA DW A YSR 1616 (SHARP POI NT RD) CONC CONC WOOTEN HEIRS LLC JEAN MATTHEWS SR 1616 (SHARP POINT RD) 18’ PAVED ROADWAY RODNEY M. WOOTEN ET AL RODNEY M. WOOTEN ET AL OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI NE I S15+0020+00**************************************** BENCHTIE NAIL SET IN 24" PINE L STATION 10+87.45 47.24’ LEFT N 723344 E 2411591 BM1 ELEVATION = 69.77 **************************************** **************************************** BENCHTIE NAIL SET IN 17" HARDWOOD L STATION 17+74.15 28.96’ LEFT N 723947 E 2411365 BM2 ELEVATION = 59.69 **************************************** W.S. =55.2’ PROP. 25YR. ELEV. = 54.8’ W.S. ON 02/07/2019 ELEV. = 55.3’ NWS ELEV. 57.7’ BEGIN DITCH -L- STA. 14+75(RT) ELEV. 56.5’ -L- STA. 15+00(RT) (-)2 .80%(-)4.80% W.S. =56.5’ PROP. 100YR. ELEV. 54.8’ -L- STA. 15+62(RT) END DITCH INV=55.4’ INV=59.8’ NOTE: TO 15+52.48 LT. STA. 14+75.00 BEGIN SBG TO 17+47.00 LT. STA. 17+24.66 BEGIN SBG NOTE: W/ 5 SY GEO RIP RAP CL B 1 TON W/ 5 SY GEO RIP RAP CL B 1 TON FROM -L- STA. 17+30.59 TO 17+65.00 RT ROCK PLATE 1.5:1 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB SLAB END APPROACH040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT ROCK PLATE 1.5:1 D10=0.4 Ft., V10=1.9 Ft/s SIDES=3:1, 3:1 LSo=2.8%, n=0.04 C=0.4, i10=6.0 in./hr, A=0.4Ac Q10=CiA=1.0 CFS STA 14+75 to STA 15+62 -L- RT SPECIAL LATERAL ’V’ DITCH DATA MCF MCF MCF INV=59.6’ ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D Ground Natural 3:1 Slope Fill Min. D= 0.5 Ft. DETAIL A -L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP (+)0.3720% DS = 55MPH+ (-)0.3041% K = 296 VC = 200’ EL = 63.43’ PI = 16+42.00 (+)0.3720%(-)0.3000% DS = 55MPH K = 119 VC = 80’ EL = 62.71’ PI = 14+49.53 o LOW DEBRIS POTENTIAL BED MATERIAL : SAND, SILT (SWAMP) TIER GUIDELINES * MEETS SUBREGIONAL GRADE ROADWAY PROPOSED CHORD LOWEST LOW BRIDGE EXISTING REMOVE GRADE ROADWAY EXISTING EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199% EX GRADE = -0.2594% EX GRADE 21" CORED SLAB W/ 4’0" CAPS 1@45’, 1@55’, 1@45’ SKEW = 75 CL CROWN ELEV = 63.26’ STA. 16+42.6 -L-FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP = = = = = = = 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 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = BRIDGE HYDRAULIC DATA = = 1300 55.3 2000 100 56.5 9300 500+ 63.3 54.8 25 /2019/0702 ELEV. = 57.0’ EXCAVATE TO PROTECTION BOTH ENDS. REMOVE EXIST. CONCRETE BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP ELEV. = 57.0’ EXCAVATE TO F FF F F F F C F C F C F C F F F F F F F F F F F F 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 50 50 55 55 60 60 65 65 15+25.00 50 50 55 55 60 60 65 65 15+50.00 45 45 50 50 55 55 60 60 65 65 15+68.71 X-2BR-0112 -L- 52.5 62.56 3:13:1 0.0400.047 55.80 3:1 62.60 3:13:1 0.0400.040 55.10 3:1 SHEET 4 OF 5 PERMIT DRAWING WETLANDS WETLANDS PUE PUE R W R W R W R W 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 50 50 55 55 60 60 65 65 17+00.00 50 50 55 55 60 60 65 65 17+16.47 50 50 55 55 60 60 65 65 17+16.49 55 55 60 60 65 65 17+50.00 X-4BR-0112 -L- 52.5 60.47 0.0400.040 62.62 0.040 0.040 STA. 17+16.47 END BRIDGE 62.62 0.0400.040 4’-6" 1.5:1 1.5:14’-6" SHEET 4A OF 5 PERMIT DRAWING WETLANDS WETLANDS WETLANDS WETLANDS R W R W PUE R W R W R W R W PUE PUE 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 0 12/5/2019P:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\Drawings\BR-0112_RDY_XPL.dgnUSER: FBrooks8/23/99PROJ. REFERENCE NO.SHEET NO. 55 55 60 60 65 65 17+75.00 55 55 60 60 65 65 18+00.00 55 55 60 60 65 65 18+50.00 55 55 60 60 65 65 18+74.50 X-5BR-0112 -L- 52.5 62.56 0.0400.044 1.5:1 4’-6"1.5:14’-6" 62.62 3:10.0400.055 4’-6" 1.5:1 62.67 3:13:1 0.0460.066 62.77 3:14:1 0.069 0.089 WETLANDS WETLANDS WETLANDS WETLANDS SHEET 4B OF 5 PERMIT DRAWING PUE PUE PUE PUE R W R W R W R W R W R W R W R W Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(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) 1 -L- 15+70 to 17+15 145' Bridge < 0.01 TOTALS*: < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Edgecombe County TIP# BR-0012 48821.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 12/5/2019 STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA ATIONO LI NABRIDGE #320035 GRADING, DRAINAGE, PAVING & STRUCTURE ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 BR-0112 PROJECT: BR-0112 PE ON SR 1616 (SHARP POINT RD.) EDGECOMBE COUNTY BRIDGE NO. 320035 OVER OTTER CREEK SHEET 1 OF 4 BUFFER DRAWING SITE 1 NO DECK DRAINS DAVID STUTTS, PE GREG S. PURVIS, PE PROJECT ENGINEER - PEF/PROGRAM MGT. EDWARD G, WETHERILL, PE PROJECT ENGINEER PROJECT DESIGN ENGINEER UTILITY BUFFER IMPACTS PERMIT 35 FeltonFarm Rd. Rd. Sawyer ChurchRd. Rd. Stonecliff Ln 1102 1103 1617 1616 1614 1615 1616 1618 1617 1615 1614 1635 1614 Town Cobb Point SharpChurch Rd.Farm Rd. Corbett Sharp Point Rd.Shar p Poi nt Rd. Otter Creek Stallings Rd. PROJECT SITE EDGECOMBE COUNTY EDGECOMBE COUNTY Other Creek Edgewood Stallings Rd.Edgewood Church Rd.PITT COUNTY PITT COUNTY OFF-SITE DETOUR 258 258 258 S TO US 258 WOODS WOODS WOODS FLOODED TIMBER WOODS T O NC 43 WOODS18’ PA V ED RO A DW AYSR 1616 (SHARP POI NT RD)SR 1616 (SHARP POINT RD) 18’ PAVED ROADWAY V = = =MPH ADT FUNC CLASS = PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ART MEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAPROJECT ENGINEER PROJECT DESIGN ENGINEER EDWARD G, WETHERILL, PE GREG S. PURVIS, PE DIVISION OF HIGHWAYS Prepared for: BRIDGE #320035 ENGINEER ROADWAY DESIGN LETTING DATE: 6 55 T 0.094 MILES 0.028 MILES 0.066 MILES GRADING, DRAINAGE, PAVING & STRUCTURE THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. 2020 CONTRACT: DESIGN DATA 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 50 25 50 50 25 50 10 5 10 20 ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 UNLESS ALL SIGNATURES COMPLETED DOCUMENT NOT CONSIDERED FINAL See Sheet 1-B For Conventional Symbols See Sheet 1-A For Index of Sheets 2018 STANDARD SPECIFICATIONS PROJECT ENGINEER - PEF/PROGRAM MGT. 100 100 BR-0112 PROJECT: BR-0112TOTAL LENGTH PROJECT BR-0112 = LENGTH STRUCTURE PROJECT BR-0112 = LENGTH ROADWAY PROJECT BR-0112 = 48821.1.1 4 STRUCTURES MANAGEMENT UNIT 1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610 % * * (TTST =3% + DUAL =3%) DAVID STUTTS, PE PE 90% PLANS NCDOT CONTACT: RIGHT OF WAY DATE: 340 RURAL LOCAL SUBREGIONAL TIER ON SR 1616 (SHARP POINT RD.) EDGECOMBE COUNTY BRIDGE NO. 320035 OVER OTTER CREEK T O NC 43 TO US 258 OTTER CREEKSR 1616 (SHARP POI NT RD) -L- BEGIN NCDOT PROJECT BR-0112 -L- POC STA. 13+76.00 END NCDOT PROJECT BR-0112 -L- POC STA. 18+74.50 BEGIN BRIDGE -L- STA. 15+68.73 END BRIDGE -L- STA. 17+16.47 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. STOPPING SIGHT DISTANCE DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL NOTE: -L- POC STA. 12+49.81 BEGIN CONSTRUCTION END CONSTRUCTION -L- POC STA. 19+61.46 See Sheet RW02C-1 TO RW02C-2 For Survey Control Sheets 48821.2.1 ROW, UTIL. SEPTEMBER 30, 2019 JULY 21, 2020 48821.3.1 CONST.NA 2011NAD 83/ ENGINEERING ETHERILLW FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN Fax: 919 851 8107 Bus: 919 851 8077 Liscense No. F-0377 Raleigh, N.C. 27606 1223 Jones Franklin Rd.SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 4 R/W SHEET NO.8/17/9912/9/201910:18:48 AMP:\2019\19105.01 BR-0112\Hydraulics\PERMITS_Environmental\buffer drawings\br0112_buf_PSH_pue.dgnREVISIONSBR-0112 SLAB END APPROACHNC GRIDNAD 83 NA 201110 11 12 13 14 15 16 17 18 19 20 21 22 23 0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 70040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 STOPPING SIGHT DISTANCE DESIGN EXCEPTION REQUIRED FOR THE HORIZONTAL NOTE: TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-O FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-? GRAPHIC SCALE 0’100’100’ SHEET 2 OF 4 BUFFER DRAWING (ROAD) ALLOWABLE IMPACTS ZONE 2 (ROAD) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 SITE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 NOTE: TO 15+52.48 LT. STA. 14+75.00 BEGIN SBG TO 17+47.00 LT. STA. 17+24.66 BEGIN SBG NOTE: W/ 5 SY GEO RIP RAP CL B 1 TON W/ 5 SY GEO RIP RAP CL B 1 TON FROM -L- STA. 17+30.59 TO 17+65.00 RT ROCK PLATE 1.5:1 SEE DETAIL A SPECIAL LATERAL ’V’ DITCH FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP END BRIDGE BEGIN BRIDGE BEG. APPROACH SLAB SLAB END APPROACH040410’ 10’ 10’ 10’ 10’ 10’ -9.26’ VAR. 6.00’ -7.83’ VAR. 4.55’ 1’-1" 1’-1" -L- STA. 15+57.92 -L- STA. 17+16.47 -L- STA. 17+27.33 TYPE III TYPE III TYPE III TYPE III -L- STA. 15+68.73 36’ O-OFROM -L- STA. 17+24.66 TO 17+75.00 LT ROCK PLATE 1.5:1 D10=0.4 Ft., V10=1.9 Ft/s SIDES=3:1, 3:1 LSo=2.8%, n=0.04 C=0.4, i10=6.0 in./hr, A=0.4Ac Q10=CiA=1.0 CFS STA 14+75 to STA 15+62 -L- RT SPECIAL LATERAL ’V’ DITCH DATA MCF MCF MCF ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3:1D Ground Natural 3:1 Slope Fill Min. D= 0.5 Ft. DETAIL A -L- STA. 14+75 TO STA. 15+62 (RT)+24.66+75.00+30.59+65.00(STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP S WOODS WOODS WOODS FLOODED TIMBER ****************************************BENCHTIE NAIL SET IN 24" PINEBL STATION 5+49.00 50 LEFTN 723344 E 2411591BM1 ELEVATION = 69.77********************************************************************************BENCHTIE NAIL SET IN 17" HARDWOODBL STATION 12+28.00 21 LEFTN 723947 E 2411365BM2 ELEVATION = 59.69**************************************** WOODS CONC T O NC 43 CONC CONC WOODSOTTER CREEK60.00’EXI S TI NG R/WEXI S TI NG R/WEXISTING R/W EXISTING R/W 6 0.0 0’CENTERLI NE OF OTTER CREEKPROPERTY LI NE IS18’ PAV ED ROA DW A YSR 1616 (SHARP POI NT RD) BR-0112 CONC CONC WOOTEN HEIRS LLC JEAN MATTHEWS SR 1616 (SHARP POINT RD) 18’ PAVED ROADWAY RODNEY M. WOOTEN ET AL RODNEY M. WOOTEN ET AL OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI NE I S15+0020+00**************************************** BENCHTIE NAIL SET IN 24" PINE L STATION 10+87.45 47.24’ LEFT N 723344 E 2411591 BM1 ELEVATION = 69.77 **************************************** **************************************** BENCHTIE NAIL SET IN 17" HARDWOOD L STATION 17+74.15 28.96’ LEFT N 723947 E 2411365 BM2 ELEVATION = 59.69 **************************************** ELEV. 57.7’ BEGIN DITCH -L- STA. 14+75(RT) ELEV. 56.5’ -L- STA. 15+00(RT) (-)2 .80%(-)4.80% ELEV. 54.8’ -L- STA. 15+62(RT) END DITCH SEE DETAIL A SPECIAL LATERAL ’V’ DITCH (+)0.3720% DS = 55MPH+ (-)0.3041% K = 296 VC = 200’ EL = 63.43’ PI = 16+42.00 (+)0.3720%(-)0.3000% DS = 55MPH K = 119 VC = 80’ EL = 62.71’ PI = 14+49.53 o W.S. =55.3’ PROP. 25YR. LOW DEBRIS POTENTIAL BED MATERIAL : SAND, SILT (SWAMP) GRADE ROADWAY PROPOSED CHORD LOWEST LOW BRIDGE EXISTING REMOVE GRADE ROADWAY EXISTING EL. 62.83STA. 14+09.50BEGIN GRADEEL. 62.72STA. 18+74.50END GRADE= -0.3199% EX GRADE = -0.2594% EX GRADE ELEV. = 54.8’ W.S. ON 02/07/2019 ELEV. = 55.3’ NWS 21" CORED SLAB W/ 4’0" CAPS 1@45’, 1@55’, 1@45’ SKEW = 75 CL CROWN ELEV = 63.26’ STA. 16+42.6 -L-FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- FROM BRIDGE FLOODPLAIN EXTENDS 350’ +/- SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP -L- STA. 17+27.33-L- STA. 15+68.73 W.S. =56.5’ PROP. 100YR. = = = = = = = 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 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT = = BRIDGE HYDRAULIC DATA = = 1300 55.3 2000 100 56.5 9300 500+ 63.3 54.8 25 /2019/0702 ELEV. = 57.0’ EXCAVATE TO PROTECTION BOTH ENDS. REMOVE EXIST. CONCRETE BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP BACKFILL MATERIAL KEY-IN 3.5’ CL II RIP RAP ELEV. = 57.0’ EXCAVATE TO F F FF F F F F C F C F C F C F F F F F F F F F F F F NC GRIDNAD 83 NA 2011(ROAD) ALLOWABLE IMPACTS ZONE 2 (ROAD) ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 SHEET 2A OF 4 BUFFER DRAWING GRAPHIC SCALE 0’30’30’SITE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 2 ZONE 1 ROAD CROSSING IMPACTS ZONE 2 BRIDGE IMPACTS W/ 5 SY GEO RIP RAP CL B 1 TON SEE DETAIL A SPECIAL LATERAL ’V’ DITCH MCF MC F MCF+24.66+75.00+30.59+65.00(STR. PAY ITEM) EXCAVATION PROPOSED (STR. PAY ITEM) CL II RIP RAP (STR. PAY ITEM) CL II RIP RAP WOODS FLOODED TIMBER WOODS CONC CONC OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LINE ISCONC CONC OTTER CREEKCENTERLINE OF OTTER CREEKPROPERTY LI NE I SF F F F F F C F C F C F C F F F F F F F F F Site Station Structure No.(From/To)Size / Type 1 -L- 15+50 to 17+75 145' Bridge X 797 16 813 145' Bridge X 266 1046 1312 1063 1062 2125 0 0 0 0 0 NOTES: Revised 2018 Feb SHEET 3 OF 4 ALLOWABLE MITIGABLE 12/5/2019 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) 48821.1.1 Edgecombe Co. TIP# BR-0012 BUFFER REPLACEMENT IMPACTS RIPARIAN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS TOTALS*: ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TYPE ZONE 1 (ft2) ZONE 2 (ft2) 1 -L- 15+50 to 17+75 10 10 0 Revised 2018 Feb SHEET 4 OF 4 WETLANDS IN BUFFER IMPACTS SUMMARY 48821.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 12/5/2019 Edgecombe Co. TIP# BR-0012 WETLANDS IN BUFFERS SITE NO. STATION (FROM/TO) TOTAL: Rev. Jan 2009